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2224 Tulip Valley Pt 11-1551 (a)5 5 ;iiiilk- Z_ FOR:ff "W'tu'Lu* U'/ CBC1252212 's Ibu, bun. com 5850 T. Q. LEE BL—VEX SUITE 600 ORLANDO, FL. 32822 Te1:(407)850-5200 CERTIFIED BUILDING CONTRACTOR: Fax: (407) 850-5300 STATE OF FLORIDA DESIGN CRITERIA: DATE DESCRIPTION ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS CERTIFIED BUILDING CONTRACTOR: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER W/2009 SUPPLEMENT ADT. OU,4L ITY CONTROL REDLINE5 • 2007 FLORIDA FIRE PREVENTION CODE ALT. D.R. NORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2003 EDITION BD CI 5850 T.G. LEE BLVD. SUITE 600 • ALL LOCAL AND STATE CODES CAB. CABINET MTL. METAL PG CLC. ORLANDO, FL, 32822 PG CLR. & REAR ELEVATION "A" CEILING N.T.S. NOT TO SCALE CONC. TEL: (407) 850-5200 PG CPT, C.T. PLAN ELEVATION "A" PG 6—ELECTRICAL FAX: (407) 850-5300 *OCCUPANCY — RESIDENTIAL, GROUP R3 D. PLAN •CONSTRUCTION TYPE — VB �G. LAYOUT • MIN. INTERIOR FINISH — CLASS B DIA. -FOUNDATION DETAILS • BASIC WIND SPEED — 120 MPH (M/S) DISP. DRYER PLT. PLATE •1—STORY RESIDENCE -- DP. r� STATE OF FLORIDA • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES D�. PROFESSIONAL ARCHITECT: SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 D.W. EA. DETAILS USED FOR DESIGN INCLUDE: ELEV. JAMES CANTWELL• CONCRETE MASONRY RESIDENTIAL EMI. AR NO. 12070 • CONSTRUCTION WOOD FRAME CONSTRUCTION F. L • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-0.5 F.G. A.B. DESIGN GROUP, INC. ». FLR. SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FR.DR.. F.R. DR. LONGWOOD, FLORIDA 32750 LIVING 1542 SQ. FT. FTG. GA. (407) 774-6073 ENTRr ELEV s � 14 SQ. FT. GAR. DOWNSPOUT RM ROOM G.F.I. Fax: (407) 774-4078 ENTRY ELEv. °C° 42 SQ. FT, DETAIL R.O. ROUGH OPENING GL. DISHWASHER S.C. SOLID CORE EXT DR GARAGE 392 SQ. FT, GYP. BD. H,B, TOTAL ELEV. �° °S° 1948 SQ. FT. H.C. HDR. PLAN 1�T REVIEW I LAlr Hc3T. OR HT DATE CHECKED BY: TOTAL ELEV. "C" 19`(ro SQ. FT. INSUZ. INT. PATIO 40 SQ. FT. OF'T. COV. fmATIO 1&.5 SQ. FT. ABBREVIATIONS I REVISIONS N INDEX OF DRAWINGS SHEET # DESCRIPTION PG REV. DATE DESCRIPTION ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS 1 03/1!o/11 2011 DISCOVERY REVISION5 COMPLETED ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER 2 04/15/11 OU,4L ITY CONTROL REDLINE5 AMPERAGE MIN' METALN1aVIIvn1MHRESHOLD 3 05/ID9/11 CONTROL DATE 1B.1—LINTEL SCHEDULE((WEKIWA) PG CENTERLINE MTD. MOUNTED CABINET MTL. METAL PG 2 —FLOOR PLAN PG 3A—FRONT & REAR ELEVATION "A" CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER & RIGHT ELEVATION "A" ","- PG 5A—FRAMING PLAN ELEVATION "A" PG 6—ELECTRICAL CONCRETE PL PROPERTY LINE PG 7—MECHANICAL PLAN CARPET P.B. PUSH BUTTON 8—CABINET LAYOUT PG CSRAIvIIC TILE PA PHONE -FOUNDATION DETAILS PG D2—MISC. DRYER PLT. PLATE PG D3-1—STORY WALL SECTIONS DOUBLE PLYWD. PLYWOOD D4—MISC. DETAILS PG D5—MISC. DETAILS DUAL GLAZED PR PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SRT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING ASH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND—FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON N INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.1—LINTEL SCHEDULE((WEKIWA) PG 1C—WIND LOAD CALCTLATIONS PG 2 —FLOOR PLAN PG 3A—FRONT & REAR ELEVATION "A" PG 4A—LEFT & RIGHT ELEVATION "A" ","- PG 5A—FRAMING PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG 7—MECHANICAL PLAN PG 8—CABINET LAYOUT PG D1 -FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS PERMl # 1c=� ARCHITECTS Design group In. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngrou p.com AA #: 0003325 w w W ac) z � 0 4 U 4 ~, 0 ti i� n y Su13DIV. TUSCA YZCITE NORTH, LOT 4 VtP,0.TECT# MONA-" 1543" GAFZAGE SWING: RIGHT PAGE: COVER PAGE- ARCHITECT - STATE OF FLORIDA LL DAft: 05/20/11 SCALE: 1/4$$=1'-031 SHEET C I arl 91 RArI NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WINO LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. S AN CAMRTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBG 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. gmwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 /ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/'1 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FORASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3!" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �/&" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR311.2. ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SU'BDIV. & LOT; TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 -ODEL: "1543" GARAGE SWING.- RIGHT WING:RIGHT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA FR �{ ` ,Ill ✓' CA TWELL NO 1 079 D l' lf: __05/20/11 SCAT -.1/4" -V -o" SHEET G N OFl 91 w w y Lu a � � O q U Q� SU'BDIV. & LOT; TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 -ODEL: "1543" GARAGE SWING.- RIGHT WING:RIGHT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA FR �{ ` ,Ill ✓' CA TWELL NO 1 079 D l' lf: __05/20/11 SCAT -.1/4" -V -o" SHEET G N OFl 91 SECURE STRAP TO TAP -CONS CONC. SLAB A/C UNIT SIMPSON WS ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) #5x1 1/4 SIFT MTL SCREWS A/C CONNECTION TO PAD DETAIL ExTEN1a —�' SLAB 1 1/2" 14'-o” 1 �4 I/2 24"x24"x12" GONC. PAD W/ 3-"5 514RS 3" COYER AIRS MIN. 4" LONG. SL�46. �3 1/2" I ■ VMS NDATION P -TAN ELEVATION t` NOTE: A/C LINE& FROM AIR HANF.)LEiR UNIT TO CONDEN50R TO 5E RAN IN ,ATTIC. ARCHITECTS Design Gra►up,„c. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU'BE)Iv. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MO DEL: "1543" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN ARCHITECT STATE OF FLORIDA i'94 LL DATE: 0520 11 SCALE: 1/4"=1'— 0" SHEET ort 04 wW o � q O U 4 ~ a) SU'BE)Iv. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MO DEL: "1543" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN ARCHITECT STATE OF FLORIDA i'94 LL DATE: 0520 11 SCALE: 1/4"=1'— 0" SHEET ort b - f OPT. ]REDRN., 0 U'-"' M 44 ARCHITECT$ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H c4a w w Nt d D m � O O z q U ca h � N ti Q - ARCHITECT$ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H c4a w w d D � O z q U h � ti SUBDIV. & LOT; TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL - "1543" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA JAMCA TWELL A NO 12 ,79 PRINT DATE: 05/20/11 SHEET I A O r1 9 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS 7ETY LINTEL NO. LENGTI-I GRAVITY GRAVITY L 1 LATERAL FMPE 8US - 0- 4- 28- 2-00 eF12- 8Fe-IB 9FIz-IB F'RECABT 2302 3166 44'13 6-2 526 9004 10412 11936 31664413 526 9004 10412 1468Z 11936 3'-6a" (42') PRi=CAST 23023138 10818 3311 2816 001 1315 8630 9941 3166 4413 526 9004 10412 11936 4'-0' (48') PRECAST 2011 2325 2496 3461 4435 5410 6384 1358 2646 4413 6039 1526 9004 10412 11336 41-61(541) PRECAST 1651 1181 1913 2651 3403 4149 4886 5644 2110 4021 6039 1526 9004 10412 9666 $'-4' (64') PRECAST 1154 1223 1301 1905 2311 282b 333b 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'(10`) PRECAST s12 1000 1059 1414 i889 2.504 2121 3131 1499 2464 4144 5458 4431 5280 6122 b' -b" t18"1 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 63SO 1'-&" (90') PIRECA5T 16l 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 559b bb13 5041 9'-4" (112') PRECAST 513 632 1048 1469;5544 4'-6" (54') PRECAST 1482 1154 2021 168 1212 1818 3469 4030 3121 12'-6"(126") PRECAST 45ra 482 802 1125 1660 1122 1325 1535 658 1025 1514 2114 3130 2404 II' -4` (136") PRECAST 445 598 935 1365 1464 2355 1193 2015 598 835 1365 2441 3155 4044 12'-0'(144`) PRECAST 414 545 564 1254 1689 2014 1510 1816 555 564 1254 ib93 2211 2632 3590 W-4'(1609 PRECAST 362 421 126 1025 1331 1635 1224 1415 485 148 1016 1438 1855 2343 2920 14'-0"(168") PRECAST 338 381 645 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 N.R. NR NR NR NR NR NR NR 465 1b5 1310 2045 2610 3185 3165 19'-4" (If94") i�REBTfc'E N.R. NR NR NR NR NR NR NR 420 693 1250 1855 2310 2890 3410 X11'-4" (200')PRESTRESSE N.R. NR NR NR NR NR NR NR 310 630 950 1400 1600 2200 2600 -4'(232') PRIEBTREBSE N.R. NR NR NR NR NR NR NR 240 400 150 102,0 1400 1120 2030 I' -4' (256 ,) I'RE81 RE N.R. NR NR NR NR NR NR NR 05 330 610 940 1340 1160 2110 2'-O't2k�4')PREBTRE N.R. NR NR NR NR NR Nib NR 160 300 5110 610 1252 1660 1910 241-0C2m') PRE8TRE N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 t1350 1610 8" PRECAST & PRESTRESSED U—LINTELS 7ETY LINTEL NO. LENGTI-I UPLIFT GRAVITY L 1 LATERAL -I 12 -IT 16 -IT 0-i 4-I 8F28 -1T 8F32-iTLSNCsTH L 3 17'-4" 4'-4" (52") PRECAST 6-2 12-2 lb-? 20-2 24-Z 6-2 BF32-2T 6118 8F6 10818 2121 2816 4101 5332 6569 1811 9055 5315 6264 2'-l0"(34'J PRECAST 2721 2164 3961 5192 6401 1630 6651 2021 2021 3565PRECAST 2165 2289 3260 4237 5219 6204 1192 1449 1924 3'-6" (42'J PRECAST 2169 2215 3165 4125 5091 6061 1096 1251 1251 2516 1616 196+9 2632 3680 4632 5381 6246 161 1311 4'-0'(48') PRECAST 19136 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 1338 936 420 1516 1925 2150 3583 4422 5264 6110 2615 1099 1690 1660 1162 2521 3251 4010 4161 5525 116 eat 4'-6" (54') PRECAST 2042 1 2513 3101 3642 (WI)PRECAST 121 121 1660 1109 2435 3111 3913 4658 5406 116 956 1465 13931 1464 2110 2141 3315 4010 4,048 bee b91 5'-4' (64') PRECAST 1610 2260 2153 3221 1'-6' (90') PRECAST 505 505 666 649 1302 1162 2225 2690 3151 1393 1431 2050 2610 3293 3920 4549 1995 1212• 1351 1932 250+5 3064 ?3665 4241 1128 1 2088 W-10''(19P')PRECAST 418 418 1212 1315 1615 2441 3010 3563 Arvi 1141- 12!00 1133 2250 2169 3290 3812 6'-(," (18') PRECAST 101 881 1141 116? 1684 ?I9Z 2103 3216 3132 9.581 812 1415 1914 2354 2191 3240 1'-�° (90'J PRECAST 651 990591 1029 1466 1901 2351 2191 3245 9'-4" (112') PRECAST 601- 612 960 1269 1560 1652 2144 454 630 801 155 1192 1550 Ible 2211 2634 116• 496 193 1021 1261 1496 1131 PRECAST 3g6 493 116 611 1039 1389 1111 21034 2358 666! 439 bW 699 1104 1309 1515 11'-4" (136') PRECAST 363 55(0 666 535 905 1295 1595 1836 2196 601+ 400 631 sib 1001 118b 1312 12'-0"(144') PRECAST 340 4134 b31 466 816 1209 1514 1199 206& 522+ 340 532 686 641 991 1153 PRECAST 513 409 662 1204 1361 1631 1691 302 398 455+ 316 493 635 118 922 1065 14'-0"(1128") PRECAST 548 318 629 922 1254 1561 1816 286 3(00 243032S 459 591 124 551 990 N.R. 35-1 -8' 1116") PREBTRs=°,>D 243 582 652 1156 1491 1142 226 430 553 611 801 925 ld'_4. (164') �9TREeaW 228 542 191 1012 1361 1616 N.R. 32'1 188 361 464 561 610 114N.R. 255 -4' 1208')F'RE9TR'Eg9E1? 188 449 649 814 1121 1389 165 201 313 421 492 516 661 '-4` (23?') PRESTREISSED Ib5 239 363 550 136 940 1160 N.R. 2044'-4" 145 186 218 35b 433 512 590 (25b")PRE&TRESSED 12W 142 212 336 411b35 601 993-O'1264`)140 N.R. 112 180 266 343 416 493 568131 209 322 451 b01 '111 941 121 165 244 1 312 1 360 1 441 515 -O'(2889PRESTR.E8815D N.R. 135 124 1 106 1 290 1 406 1 538 1 660 633 •FG✓M4G VtM-uG o � •� w , vr� .w�vw•.. -�w• . i.-rr ice.-w...i� R" PRECAST W/ 2" RECESS DOOR U—LINTELS 8" PRECAST W/ 2" RECESS DOOR U—LINTELS LINTEL NO. LENGTI-I UPLIFT GRAVITY L 1 LATERAL L�i`1r T TYP1114&27 IT 9FFFIm-1r ami4-IT wria-rr aw22-rr aRP26-IT amw-1 BREI®. BFgW 19- BRF22- 8k9=26- OFF30-OB ~ L 3 17'-4" 4'-4" (52") PRECAST 1244 1513 3053 2982 3954 4929 5924 6682 3412 4382 6412 1941 9416 10818 4'-6" 154'1PRECAST 932 1244 2182 2114 3622 4481 5315 6264 3412 4962 6412 1941 9416 10816 L 3 4'-6" 1192 1602 1550 2058 2566 3015 3565PRECAST 5'-4" 1153 2162 4014 6412 6516 5514 6639 51-10, (10') PRECAST 135 119 1500 1449 1924 2400 28163352 853 1103 2061 3811 6412 6516 5450 6411 1455 822 901 1611 2933 2516 1 3223 'W2 4522 901 1611 2933 4122 6130 6111 6101 1'-6' C90')PRI=GA$T 2423 161 1311 2252 19136 2451 2944 3439 665 164 1311 2329 3609 5492 6624 5132 ts''-8` (Iib') PRECA57 311 420 634 1253 1211 1342 1614 1866 535 928 1491 2119 2618 3535 2615 8" PRECAST W/ 2" RECESS DOOR U—LINTELS -r=& IW JF VM6wr_ G I I— TV�_ - __ __ L— 8 L—'7 L— 5 25-5H 25-5+� 25-5H EGRESS EG RE �o�ssO� 5C�D. 1 EGRESS OWNERS SUITE S'-8" CLCD. "_ - - - ____ I J\//O. BATH W.I.C. V -a" CLCD. FAMILY ROOM S' -S' CLG. LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM _44 S' -S" CL -3. 25-6�4 L— g ELEV. 'A' 35 -SH —1 D ELEV "15"4 "c" L-1 'CHEN 3" CLG, BRKFST S'-5" CLCD. 1.15-5H -ENTRY 5' -S' CLC. L"— 2 BDRM"#3 V -S" GLC. H BATH #2 II II BDRM. 2 8'-8" CLG, LAUN.�--� L— —J r---1 L ------I GARAGE V- a' cLG. ------------------- -------------------- 16'- L— 3 u "�AST u ,:"�RETE LINTEL Su,"�HEDULE u SF24-05/1T EF24-15/7 aF2(o-15/1T 44401MTm4A41 7"d LINTEL SCHEDULE LINTEL NO. LENGTI-I UPLIFT COi''MENT& L 1 LATERAL TYPE T4' IT 9FFFIm-1r ami4-IT wria-rr aw22-rr aRP26-IT amw-1 SRU 3140' 2T ORFim-2 OW14-2T 11W0 -2T 8W22 -2T SM6-2 W30-2") ~ L 3 17'-4" BF26-IB/1T 1244 1513 2413 3260 4112 4961 5625 EFlro-05AT 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on rade 40 or rade 60 field rebar. g -4"PRECAST 932 932 1244 1519 2339 3112 4008 4890 569% eFl&-05/1T GROUT L 3 4'-6" 1192 1501 2311 3121 3931 4156 5511 5'-4" SP1& -01`'3/1T 4"-ka' C54`) PRECAST • • OF LINTEL CAVITY 14/A'ACTUAL 1. 1132 wire per ASTM A510. S. Cast -in-place concrete may be provided in composite lintel to lieu of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the Fano support. NOMINAL QUANTITY OF S. Safe load retinas based on rational design anal sis per AGI 319 and ACi 530 NOMINAL HEIGHT REBAR AT TOP 9 g `� p S. For composite lintel heights not shown, use safe load from next lower height. !?t0'1'TDM REINFORCING PROVIDED IN LINTEL 8. Mortar per ASTM 0210 type M or S. 853 853 8' 1192 1455 22410 3036 3831 4643 5453 924• 1112 1195 2423 3055 3689 4325 5'-5" (b8') PRECAST 501 501 924 1132 1141 2351 2818 360.3 4230 896• 1136 1142 2352 2965 3551 4196 PRECAST 896 1099 1690 2286 2891 3491 4106 468 41'9 116 eat 1513 2042 1 2513 3101 3642 (WI)PRECAST 8 830 1100 116 956 1465 1981 1 2509 3035 3563 bee b91 1325 1610 2260 2153 3221 1'-6' (90') PRECAST 110 941 666 649 1302 1162 2225 2690 3151 533- 433 8106 1123 1413 1104 1995 9'-8' (1161) PRECAST 516 614 533 521 1229 1369 1128 1 2088 2490 -r=& IW JF VM6wr_ G I I— TV�_ - __ __ L— 8 L—'7 L— 5 25-5H 25-5+� 25-5H EGRESS EG RE �o�ssO� 5C�D. 1 EGRESS OWNERS SUITE S'-8" CLCD. "_ - - - ____ I J\//O. BATH W.I.C. V -a" CLCD. FAMILY ROOM S' -S' CLG. LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM _44 S' -S" CL -3. 25-6�4 L— g ELEV. 'A' 35 -SH —1 D ELEV "15"4 "c" L-1 'CHEN 3" CLG, BRKFST S'-5" CLCD. 1.15-5H -ENTRY 5' -S' CLC. L"— 2 BDRM"#3 V -S" GLC. H BATH #2 II II BDRM. 2 8'-8" CLG, LAUN.�--� L— —J r---1 L ------I GARAGE V- a' cLG. ------------------- -------------------- 16'- L— 3 u "�AST u ,:"�RETE LINTEL Su,"�HEDULE u SF24-05/1T EF24-15/7 aF2(o-15/1T 44401MTm4A41 7"d LINTEL SCHEDULE LINTEL NO. LENGTI-I TYPE COi''MENT& L 1 4'-611 8RF22-05/1T REGI=S�a D L 2 3140' SFlio-05AT ~ L 3 17'-4" BF26-IB/1T I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. L 4 4'-6" 8FI6-0$/IT •., L F, 4'-6" EFlro-05AT 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on rade 40 or rade 60 field rebar. g L (b .1'-6' eF6-15/IT L 1 4'-6' eSib-05/1T g 5. Additional lateral load capacity can be obtained by the designer by providing the lintel. L S 4'-6" eFl&-05/1T GROUT L 3 4'-6" SPi6-0i3/1T _ L 10 5'-4" Mio-05/IT 6. Prestressing strand per ASTM A41a grade 210 low relaxation. L 11 5'-4" SP1& -01`'3/1T EGRESS L-1 �OP �l . BEDDO'M 4 ARCHITECTS Design roup +GInc. 1 N. r(VIV/ALiJ rICAUMIV DLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SAFE LOAD TA5LE NOTES RN!3AR AT TOP MIN. 11) REQV •' MATERiAL6 GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE PEaIGNATION ~ .�- i -i/2` CLEAR i. f'c recast lintels = 3500 psi. p p' I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. lintels must be reduced by 20% if bearing length is less than b -i/2'. Safe loads for all recessed lintels based on B' nominal bearing. F = FILLED WITk GROUT / U = UNFILLED LU •., 2. f'c prestressed lintels 6000 psi. 3. F'c grout = 3000 psi w! maximum 3/9" aggregate. 4. Concrete mason units (CMU) per ASTM CS0 w! y p 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-112' long notches at the ends to accommodate 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on rade 40 or rade 60 field rebar. g QUANTITY OF 05 RE6AR AT 150TTOi^1 OF LINTEL CAVITY r +�/1 "°• *a' •;• minimum net area compressive strength = 1900 psi. 5. Rebar provided in precant lintel per ASTM A615 GR6r0. p vertical cell reinforcing and grouting. 5. All ltntels meet ar exceed L/360 vertical deflection, except 1tntl•ls 11'-4' and g 5. Additional lateral load capacity can be obtained by the designer by providing the lintel. 1 1 / � ,n – X :.+ a ' GROUT Field rebar per ASTM A615 GR40 or GR60. longer with a nominal hetght of 8 meet or exceed L/180- addtonal reinforced masonry above precast _ � +5 RE15AR AT IBOTTOM 6. Prestressing strand per ASTM A41a grade 210 low relaxation. 6.5ottom field added rebar to be located at the bottom of the lintel cavit a oc nTcal anchorage. r wire stirrups ars welded to he bottom steel form ha 1. 1132 diameter `g b. The ^'i rebar may be substituted For two •l rebars in h lintels only. safe load tables b r ma evaluate concentrated 1 cads from thin ea 1. The designs y of 1 J WIDTH � *5 • • OF LINTEL CAVITY 14/A'ACTUAL 1. 1132 wire per ASTM A510. S. Cast -in-place concrete may be provided in composite lintel to lieu of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the Fano support. NOMINAL QUANTITY OF S. Safe load retinas based on rational design anal sis per AGI 319 and ACi 530 NOMINAL HEIGHT REBAR AT TOP 9 g `� p S. For composite lintel heights not shown, use safe load from next lower height. !?t0'1'TDM REINFORCING PROVIDED IN LINTEL 8. Mortar per ASTM 0210 type M or S. g. All safe loads in units of pounds per linear Foot. 0i 8' NOMINAL WIDTH (VARIES) ARCHITECTS Design roup +GInc. 1 N. r(VIV/ALiJ rICAUMIV DLVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SW3133 )IV. & LOT: TUSCA PLACE NORTH LOT 4 FROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) moo CARCHITECT- STATE OF FLORIDA JAMES Ra DAT 05/20/11 SCALE: 1/47-1'—O" :SHEET B O P' 91 N w U W JU 0i � Q Z Q U a. 151 4 � LIQ 8 ti SW3133 )IV. & LOT: TUSCA PLACE NORTH LOT 4 FROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) moo CARCHITECT- STATE OF FLORIDA JAMES Ra DAT 05/20/11 SCALE: 1/47-1'—O" :SHEET B O P' 91 N CYI 25-5"1 EGRE55 2F,-ati -)9—n ELEV 11,411 35-5H LJ/ ELEY. 'e" 4 "G 25-5H EGRE58 L— 3 25-5H EGRE55 WEKIWA LINTEL Su"HEDULEA-i I LU 74 CONCRETE FRODUCTS, INC.. P.O. BOX 213 ZELLWOOD, FL 321W (401) 886-2511 1-800-654-5133 FAX 401-886-01135 L INTEL No. LENGTH TYPE ELEV. 11,411 411511 CC)MMENT5 L-1 4'-6" 8/22-8-IIU/CL REGE6SE L-2 3'-6" 8/16-5-11J/0L. ” L-3 11'-4' 8/26-5-1U/IL PRECAST L-4 4'-6" 6/16-3-IU/0L r r,jr> r ,il�Glrlrlr��rr r ,lid L-5 4'-6" 6/16-5-IU/0L �� L-6 1140" 8/6-5-1U/IL PRECAST L-1 4'-6" S/16-5-1U/;aL t��Lil� L-8 4'-6" S/16-3-1U/(DL ®��'��V�cYY��i♦�[Yif:��.� L-9 4'-6" 5/16-5-11J/0L �2 f %I• al I YYJaI ?3el•�C1�ari L-10 5'-4" 8/16-5-IU/0L �Ir..1:� �r-tis: �,- � .! �• r r r-� II�1 �:!.1� L-11 5'-4" 8/16-8-I1J/OL 10000 i �ss I�OPT. BEDROOM #4 8" LINTEL UPLIFT N.R. - Not Recommended 1211 LINTEL GRAVITY 8” LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE: GRAvIT1" LOADS (PLF) T+e SAFE GRAVITY LOADS TOTAL LEN 3T TYPE 8" PLAIN 15/0 ��s.,u�� ;:..��r.r� aC %�I-'��ra iil/i'oJ�rala ��arrr �.�Ir�w , •.��r :/l r err "1ra o u��Pi /i /drrJ�rirl/r o r7�r�Irlolrl �r/i rr✓Aril ” ��x� +=>•��r=�=��%sw�:>,�rr �x�.=�s:�r�E>•w.r,,,r:,,larrr,l„��r,1r,•r,�,l�rrr,.r,.r.,��r,,•,,r„1..� / �rl��r.r-:r.��r,�,rn,��r„-,-•,r,.>t ��j7/1!`:,7!iT-��r PRECAST �L' �T47�r .'o'olol �r it �;r4rrl sr �:r�Irrlrrl �r/r ugrl/rl ��rL!'J��r-{-�w''��-TILS%1■�f=.1�T%!�T^YG��rr6-l/lr1�r �'Z•14��l�PlrriTil�rri171r1�r/ilr r r,jr> r ,il�Glrlrlr��rr r ,lid ®�rF �rir��llL:al�'��y�aF.�kfslarrrr ��Ui��>•�r 7a� trz.�aa. S41• 11�a1P L'/li,�r/Ir �.rJ�r �l/Sl�rrr lel �� C�fri��l-�!-->•��TSiili��7=5��1�=�t1 rii'l�til:� 3'-6- PRECAST 2603 4011 �Y3-��L1!!•�'I.xr,��rar��YCYa�v t��Lil� ��i ;''�wt.11�4•tiYa1�17rls��cr '�' � >•�3xYsl4-_]1 s1l�:�Z�!�wrv,� ti]�iYr .r.��t1E�S�II�Yi��-�fr1� ®��'��V�cYY��i♦�[Yif:��.� �..,-' �l��ti%''r��'�[1lCrill��,.�I� ti�� -.mak. fyf.�� .0 .� %�",�� =�>♦�-L7�'•-17 ��tS' ?y''' T� 4'-0' �2 f %I• al I YYJaI ?3el•�C1�ari a1 F.7ol r>• aFli] G>• � �T/I),;.�! �3.�! � N m Wi-x72lafl1r1��(!;7_i! 2921 � k'r� �� Ir..1:� �r-tis: �,- � .! �• r r r-� II�1 �:!.1� 10000 ��rwl�It:'%��:'"aI��T�->,� �%r�-->♦�n:r:f��rcf:� 10000 a[Tirltaallalro7:7:7��7r�l�Ilv:riA7�Il1ri.`l �Srir,::71 � ;.�'k! 4'-6' PRECAST 1398 2214 �;�I'�S%'all�� rr �lri-1->♦�L4%'t.��I5.1%! 1 9284 ■s>:r.;•�::;•�lr�>•� .�,��t��an■wi�=aaarr<�r� 0000 2214 5412 10000 10000 10000 10000 10000 � ��r�1il■�■�rrr�■Iiryr�iwj��E�w>•�'1-�i>_ ��'r�rxl��ix��c*y��sr��ir��=,�rrl•ir�r� i111 M iA i3��l I Mll III IR11111111111111111 �jN1'/M�il N.R. - Not Recommended 1211 LINTEL GRAVITY 8” LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE: GRAvIT1" LOADS (PLF) T+e SAFE GRAVITY LOADS TOTAL LEN 3T TYPE 8" PLAIN 15/0 a/5 -S-01. 9/12 -8 -OL 8/16 -S -0L 8R0 -S-0 8/24-8-0L /28-9-0L 8/32 -S -0L -S -IL 8/12 -S -IL 8/16 -S -1L 8l10 -S -1L 8/24 -S -1L 8/28 -S -1L 8/32 -S -IL 2'-10' PRECAST 6027 2190 0000 10=0 loom 10000 10000 10000 8491 10000 10000 10000 10000 10000 10000 3'-6- PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 2921 6'133 9515 10000 10000 10000 10000 2921 1853 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 5018 '11'19 1 9284 10000 10000 0000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 lo"o 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10" PRECAST 848 1461 3001 5111 8888 10000 10000 10000 1461 3001 5111 8888 10000 10000 102XA0 6'-6" PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 2440 3934 6250 10000 10000 10000 1-b" PRECAST 562 1001 13 18 2842 4346 661 4 10000 10000 1001 1318 2942 4346 6461 10000 10000 1'-8' PRECAST 544 315 1849 2819 4131 6010 9245 10000 515 1643 2819 4131 6010 9245 10000 8'-0' PRECAST 511 316 1124 2602 3151 5030 1958 10000 316 1124 2602 1 3151 5405 1958 10000 8'-4' PRECAST 482 6v04 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4810 6383 10000 9'-4' PRECAST 411 141 1361 1891 2168 3169D124 1061 141 1361 1991 2168 3169 5124 1061 10'-6' PRECAST 345 636 1148 1649 2231 2962 3883 5094 636 1 1148 1643 2231 2862 3883 5094 11'-4- PRECAST 315 514 1028 1465 1964 2566 3305 4239 514 1028 1465 1964 2566 3305 4239 12'-0' P4;ZI=CAST 292 533 350 1343 1189 2316 2951 3134 533 350 1343 1189 2316 2951 $134 12'40" PRECAST 211 505 898 1264 1616 2151 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 480 811 1234 1421 1119 2188 2662 15'-4' PRESTRESSED N.R. N NX N.R. N.R. N.R, N.R. N.R. 454 165 1160 INN 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R NR_ I N.R. N.R. N.R. N.R. NR - 39M 652 1 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. �� N.R. N.R. N. . N.R. N.R. N.R. 339 561 849 960 1111 1415 335 1616 20'-0 PRESTRESSED N.R. N.R . NR. N.R. N.R. N.R. N.R. N.R. 325 543 812 311 1122 1345 1590 21'-4" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 295 Soo 146 840 1024 1 1224 14.41 22'-0" PRESTRESSED NR. KR I N.R. N.R. KR N.R. N.R. N . 261 481 111 806 981 1111 1316 24'-0" PRESTRESSED N.R. N.R. NR. N N.R. N . 205 1 3 5-10 03 N.R: - Not ►2eCammendecl W¢ -Not Recd m.rvalud 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) LerA T+e SAFE GRAVITY LOADS " V.101 east �IIIIMMN��=�Mwwl�, 3650 3'-6' precast 1300 2550 4'-0- Fwaast I 1010 2190 4'-6' precast I 900 1150 4-8' Precast 850 1600 5'-4' Precast 110 1400 5'-10' Precast b25 1700 I precast Pr®cast 540 1050 114' Precast 440 a90 T.D. precast 430 850 8'-0' Precast 410 820 8'-4' precast I M 180 4' Precast340 640 660 ' Precast 3w 600 11'-4' Precast 215 550 12'-0' Precast 255 $10 12'-6' Precast 245 490 13k-4' Precast 220 -00 14'-0' Precast 210 430 14-8' JT�00Rw 110 N ®ifs prestressed 165 00ffR7 *� rl'-4- prestressed 146 320 9K • Not klsaomn vded tressed 130 1 280 -0' tressed 120 250 E� 4 1115 235 224' �-f' Prestressod ily 24'-0' Rmtraced iky 200 N.R. - Not Recanmended 'A' 15ARS (MAIN IEINF.) NOMINAL LUI DTP/1-IEIGHT OF LINTEL n, BARS (MAIN RENFJ SEE SCHEDULE —IcA 11 c 9 9 9 SEE SCHEDULE 'Es' E3AR9 - SEE SCHEDULE 1 PLAIN OR SOLID LINTEL 1 + 4 SHEET 1$" 1V i cU � 1 & – – U � L ) 11 u8' `NQ• OF ADDITIONAL "5 TSARS IN UPPER lid. OP'I 9 TYPICAL LINTEL N E L SEC ION COMPOSITET T TYPICAL LINTEL ," 12 x8 SECTION OR LOUDER LINTEL CAvIT7 �e.*r�■ I1�� Wit, ■■1[ti3� � ��■ m �� ■�r� � �5L'•1■ Il51� �1I� - . �r?�� f1•'' elf -ii• �7'�>• i]'�� ®�� ST>•IAF''�]■�I�rr-.>•��_��i'��€i�i', �� a ■ter-s�■■ ■�■►�r.� �r� �� W¢ -Not Recd m.rvalud 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE :::;::;• •::•: Llwill. LJ)aIOTH:•::::::•:::::::::::::::.:::•::::::::::;::;;::::;R®NPORClIrQli LINTEL SAFE LATERAL LOADS (PLF) LerA T+e gg PLAIN gg FILLED V.101 east 1900 3650 3'-6' precast 1300 2550 4'-0- Fwaast I 1010 2190 4'-6' precast I 900 1150 4-8' Precast 850 1600 5'-4' Precast 110 1400 5'-10' Precast b25 1700 I precast Pr®cast 540 1050 114' Precast 440 a90 T.D. precast 430 850 8'-0' Precast 410 820 8'-4' precast I M 180 4' Precast340 640 660 ' Precast 3w 600 11'-4' Precast 215 550 12'-0' Precast 255 $10 12'-6' Precast 245 490 13k-4' Precast 220 -00 14'-0' Precast 210 430 14-8' Prestressed 1 110 390 5'-4- prestressed 165 310 rl'-4- prestressed 146 320 9K • Not klsaomn vded tressed 130 1 280 -0' tressed 120 250 E� 4 1115 235 224' �-f' Prestressod ily 24'-0' Rmtraced iky 200 N.R. - Not Recanmended LINTEL REINFORCEMENT SCHEDULE :::;::;• •::•: Llwill. LJ)aIOTH:•::::::•:::::::::::::::.:::•::::::::::;::;;::::;R®NPORClIrQli :;:;•........................:::•:: lTr th :2::':8NCH.:.:.:::::.::.:12NCH i:3i:4 •'r'ri:•11'RENFORCENENT :+'.4.}i:iii•:•'VIt8I FORCENFM'ii:ii:ii 2'-101 M 6'-4` T-10' To 61-8' ON NONE -1D' T - TO T -r (244 WNE T TO 6'-4` 520 1550 5.4` To 14'4' B'-4' To 1r4' (2)#5 (2 43 14W TO 16'4' Q 711 PRE8TRESSED Precast Ibb 116' P TR SED Ir4 14• To 22W 07AfRESTROSED116 1240 PEFMTO IMO SEC110N FOR REWORCEMEM LOACM 19aa 1INTFI HPI IFT N.R. = Not Reeoensnded 8" RECESS DOOR HEADER LATERAL TABLE REECESS DOOR HEADER SAFE LATERAL LOADS (PLF) lTr th T51 i•1 8' I cfaftp 3'4' Recast 590 1115 '-0 r precast 520 1550 4-2 Ftecast 9m 1450 4'4 Precast Ibb 1350 4-8' Frecast 45 1240 5'-8'1 precast 320 960 6'-8'1 Precast 250 160 T-8" I precast 200 b40 9'-a" I Fewest 160 1 490 Ib50 1'-8' FWA6t aID0 1600 precast W 1530 '-4' Precast 120 1450 9'-4' Precast 640 1210 10'•6' Precast 550 1119 Precast 510 1000 12'-01 Precast 480 950 12'-6' Precast 460 910 13'-4' Precast 430 am 14'-0' Precast 400 800 14-8' Precast 380 160 c1OPTIONAATLNuaus Precast 350 130 Procrit 320 630 9K • Not klsaomn vded "T E� 4 � .; _ i ..:: ::: 'A' T E: 05/20 11 'A' 15ARS (MAIN IEINF.) NOMINAL LUI DTP/1-IEIGHT OF LINTEL n, BARS (MAIN RENFJ SEE SCHEDULE —IcA 11 c 9 9 9 SEE SCHEDULE 'Es' E3AR9 - SEE SCHEDULE 1 PLAIN OR SOLID LINTEL 1 + 4 SHEET 1$" 1V i cU � 1 & – – U � L ) 11 u8' `NQ• OF ADDITIONAL "5 TSARS IN UPPER lid. OP'I 9 TYPICAL LINTEL N E L SEC ION COMPOSITET T TYPICAL LINTEL ," 12 x8 SECTION OR LOUDER LINTEL CAvIT7 �e.*r�■ I1�� Wit, ■■1[ti3� � ��■ m �� ■�r� � �5L'•1■ Il51� �1I� �?� �.� �' �T�1♦ �� X2:11♦ �'�� L i1♦ QTS � �3''! � � r' i�� N.R. = Not Reeoensnded 8" RECESS DOOR HEADER LATERAL TABLE REECESS DOOR HEADER SAFE LATERAL LOADS (PLF) lTr th T51 8' REAc1Emm 8' I cfaftp 3'4' Recast 590 1115 '-0 r precast 520 1550 4-2 Ftecast 9m 1450 4'4 Precast Ibb 1350 4-8' Frecast 45 1240 5'-8'1 precast 320 960 6'-8'1 Precast 250 160 T-8" I precast 200 b40 9'-a" I Fewest 160 1 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Length T 81s 12' IeCE5%D PLAIN 12' PRJ:CE88ED FILLED 3'48' precast 2025 3210 4'-0' precast 1110 7860 4'-2'et ' 1650 2690 4'-4' Recast 1515 2540 4-5' nwast 1420 2290 5'-8' Recast 1050 1150 6'•8' Precast 915 1425 T-8' Recast 130 1190 T-8' Recast 1 00 900 'U 05 CONTINUOUS 3000 P81 GONG. PILL (CONCRETE PLACED IN FIELD) -100LEG TSARS: 1315 LEC"UP AO g460 H LENGTHS •1/32' STIRRUPS * 4'-0' C/C - (1) e9 CONTINUOUS (OPTIONAL) •'A' E3ARS (MAIN iENFa SEE SCHEDULE" "5' 15ARS -SEE SCHEDULE 12" LATERAL TABLE 1r1) 03 CONTINUOUS 00m Pg I CONC. 11LL , (CONCI2TE PL,aA�GED IN PIELD) LC 11" E2G U7'7UR- 4'-04 LENGTHS -Ito ?� -9 (OPTIONALT)IN41ou8 tt' q per, (MAIN REINF.) � SEE�SCHEDULE 1 1/32" STIRRUPS AT 4'-0' cc rA R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d esi gn gro u p. co m AA #: 0003325 LINTEL SAFE LATERAL LOADS (PLF) 9 T9s fVIBN FILLS 2'40• pwasi 3500 bw 3'-b' Precast 2400 4115 ' Pf st Iwo 3880 4'4' Precast 1650 300 4-V Precast 15.50 3200 5'-4' I Precast 1320 2590 5'-10' Precast 1160 2250 6'-6' Precast 1000 1950 1'-6' Precast atm Ib50 1'-8' FWA6t aID0 1600 precast W 1530 '-4' Precast 120 1450 9'-4' Precast 640 1210 10'•6' Precast 550 1119 Precast 510 1000 12'-01 Precast 480 950 12'-6' Precast 460 910 13'-4' Precast 430 am 14'-0' Precast 400 800 14-8' Precast 380 160 c1OPTIONAATLNuaus Precast 350 130 Procrit 320 630 9K • Not klsaomn vded 1r1) 03 CONTINUOUS 00m Pg I CONC. 11LL , (CONCI2TE PL,aA�GED IN PIELD) LC 11" E2G U7'7UR- 4'-04 LENGTHS -Ito ?� -9 (OPTIONALT)IN41ou8 tt' q per, (MAIN REINF.) � SEE�SCHEDULE 1 1/32" STIRRUPS AT 4'-0' cc rA R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d esi gn gro u p. co m AA #: 0003325 SLTF33:)IV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# +1665.054 -O DEL: "1543" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT - STATE OF FLORIDA .4 tliW 3 (1)rSCONTINUOUS TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION iQs 8'X16" KNOCKOUT FLOCK P•'TIONAL IST W W _ s •, ppgg LL CRTF- PL�EP IN FIELD) TOP LEG PARS: k3PRI NTWELL tnwo 2To A NG o E•ti J Q N 12579 � z O 1/92" STIRi�JPB s 4'-0' C/C � U rnla� c1OPTIONAATLNuaus -- TONAL +5s TYPE �EESIC�N4TION "T E� 4 � .; _ i ..:: ::: 'A' T E: 05/20 11 'A' 15ARS (MAIN IEINF.) NOMINAL LUI DTP/1-IEIGHT OF LINTEL n, BARS (MAIN RENFJ SEE SCHEDULE —IcA 11 c 9 9 9 SEE SCHEDULE 'Es' E3AR9 - SEE SCHEDULE 1 PLAIN OR SOLID LINTEL SLTF33:)IV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# +1665.054 -O DEL: "1543" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT - STATE OF FLORIDA 3 (1)rSCONTINUOUS TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION 8'X16" KNOCKOUT FLOCK P•'TIONAL IST N _ s •, ppgg LL CRTF- PL�EP IN FIELD) TOP LEG PARS: k3PRI NTWELL tnwo 2To A NG ?Z* Ifk 0 144A0' �E31 �TwB N 12579 I 1/92" STIRi�JPB s 4'-0' C/C rnla� c1OPTIONAATLNuaus -- TONAL +5s TYPE �EESIC�N4TION "T 1/32' STIRRUPS AT 4'-0' cc d11cA r .; _ i ..:: ::: 'A' T E: 05/20 11 'A' 15ARS (MAIN IEINF.) NOMINAL LUI DTP/1-IEIGHT OF LINTEL n, BARS (MAIN RENFJ SEE SCHEDULE —IcA 11 c 9 9 9 SEE SCHEDULE 'Es' E3AR9 - SEE SCHEDULE 1 PLAIN OR SOLID LINTEL 1 + 4 SHEET 1$" 1V i cU � 1 & – – U � L ) 11 u8' `NQ• OF ADDITIONAL "5 TSARS IN UPPER lid. OP'I 9 TYPICAL LINTEL N E L SEC ION COMPOSITET T TYPICAL LINTEL ," 12 x8 SECTION OR LOUDER LINTEL CAvIT7 i OPT. EGRESS E DR`=ff 25 -SH 1 ELEv. "A" l 35 -SH ELEv. "5" Vc WIND LOAD U'ALCULATIONf.-D' COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE CALL # FOOTAGE AND TYPE ZONE 120 MPH WIND REMARKS 1 20 3068 DR 4 24.1/ -26.9 2 12 iH5-SH 5 w 25.6/ -32.5 3 112 16'-0 x 1'-0 5 GARAGE DR. 21.8/ -24.3 4 17 25-5H 4 w w EGRE55 25.0/ -21.2 5 1� 25 -SH EGRESS (o 48 -0" X 8'-0" ¢ 23.2/-25.4 � h 1� 25-5H 4 EGRESS 25.0/ -27.2 O 8 1rt 25-5H 5 4 U EGRESS 25.0/-30.1 9 17 25 -SH 4 25.0/ -212 10 24 35 -SH 5 4 � 24.4/ -28.5 11 24 35 -SH 5 EGRESS 24.4/ -28.5 UJHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 200`1 ALLOUI5 THE PRESSURES TO 5E AVERAGED LUHEN THE OPENING IS PARTIALLI' LOCATED IN BOTH ZONE 4 AND ZONE 5 UUIND PRESSURES ARE EASED ON UUIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY=B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 2'-4" I1'-4" 2 _4 ZONE 5 p = +21.8 / -26.55 ZONE 4 In = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: .4=11.33+16=0.71 fid PERCENTAGE GE .ARE.AWITHIN ZINE 5: A5 = 4.66 + 16 = 0.29 ft AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21,8 (0,9) + 21.8 (0.10) =19.62+2A8 21,8 psf AVERAGE NEGATIVE PRESSURE GH GARAGE DOOR: p -.24,0 (0.71)+ -26.55(0.29) _ -17.05 + (7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti N w 0 w w � h 4 p � O 4 U 4 � su$IDIY. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MO DEL: "1543" GARAGE SWING: FIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT STATE OF FLORIDA LL T� E: 05/20/11 SCALE: 1/43)=i' -o" SHEET I C o Pl 9 bf I 411 411 11 -1/2" 2 9-1/2" -c\v ELEC. OUTLET " PER ELEC. CODE DBL. w PLATE m cn � lu BAR DETAIL 3�a-SN EGRESS S'-2" 3'-1011 121-011 1 6 " x{1_41 � Y �1_QO V 25 SH 25 SH EGRESS EGRESS OWNERS SUITE I-011 1I_41111 _• • 141_211 PATIO 8'-O"x5'-O` III -all I/ FAMILY ;6 ROOM mlr I 'L,co 15'-5" 121-611 31-411 25 -SH EGRESS BDRM. 3 S'-8" CLG. -----��-1 ---- 5 BATH 2 SI -all cr1 r- VIVW W.I.C. m I ( �8 HG.,4GG, can its = N ° . j Ilp AV. ~ �' 11 a I 18 S GLG I� -1I N LUG. 3'-2"0 ° 5'-6" / N CIA 421, HIGH WALL 2-0 5.F. '-8° 4'-0" I KITCHE BDRM.# eo S LG I — — — II RAG-' (P 2'-4 3 -4 4 i O I I 4'-�," 8'-O" n' c� I 4-0 -1 1 I I L_ J B.F. wi !� LAUN.r--I _ LIVING ROOM/DI i I a I I ti c��. I DINING ROO/ ��14 INSL — J 1R -15N OPT. BEDRROOM #4 - BRKFST '-0"T' 811 81-�,° cLG. M.T. ENTRY 31-�11 �I_�11 Q1 - o it 22"x54" - 211 STEEL IESSACPIPE BOLLARD ELEV. IIA" 1011 FC✓ m 35 -SH ELEV. 1111 "c 11 GARAGE " " 0 m 1-411 41 -all 11 I&I-011XII-0110AD. 12'-0" 9'-4" 11_411 V -..F" 1�'-0" 21'-4' 18'-8" EXTERIOR MASONRY WALL 5RG. HEIGHTS BRG. SQ. FT. CALC.'S LIVING ENTRY ELEV. IIA" ENTRY ELEV. "C" GARAGE 1542 4 "E,,II 14 42 392 SQ. FT. 50. FT. SQ. FT. 5Q. FT. u TOTAL ELEV. `A" TOTAL ELEV. `G" 8 "e" 1948 197(, SQ, FT. 50, FT. w PATIO OPT, COV. PATIO 40 168 50. FT. 5Q. FT. I 0 um- Lu 3�a-SN EGRESS S'-2" 3'-1011 121-011 1 6 " x{1_41 � Y �1_QO V 25 SH 25 SH EGRESS EGRESS OWNERS SUITE I-011 1I_41111 _• • 141_211 PATIO 8'-O"x5'-O` III -all I/ FAMILY ;6 ROOM mlr I 'L,co 15'-5" 121-611 31-411 25 -SH EGRESS BDRM. 3 S'-8" CLG. -----��-1 ---- 5 BATH 2 SI -all cr1 r- VIVW W.I.C. m I ( �8 HG.,4GG, can its = N ° . j Ilp AV. ~ �' 11 a I 18 S GLG I� -1I N LUG. 3'-2"0 ° 5'-6" / N CIA 421, HIGH WALL 2-0 5.F. '-8° 4'-0" I KITCHE BDRM.# eo S LG I — — — II RAG-' (P 2'-4 3 -4 4 i O I I 4'-�," 8'-O" n' c� I 4-0 -1 1 I I L_ J B.F. wi !� LAUN.r--I _ LIVING ROOM/DI i I a I I ti c��. I DINING ROO/ ��14 INSL — J 1R -15N OPT. BEDRROOM #4 - BRKFST '-0"T' 811 81-�,° cLG. M.T. ENTRY 31-�11 �I_�11 Q1 - o it 22"x54" - 211 STEEL IESSACPIPE BOLLARD ELEV. IIA" 1011 FC✓ m 35 -SH ELEV. 1111 "c 11 GARAGE " " 0 m 1-411 41 -all 11 I&I-011XII-0110AD. 12'-0" 9'-4" 11_411 V -..F" 1�'-0" 21'-4' 18'-8" EXTERIOR MASONRY WALL 5RG. HEIGHTS BRG. SQ. FT. CALC.'S LIVING ENTRY ELEV. IIA" ENTRY ELEV. "C" GARAGE 1542 4 "E,,II 14 42 392 SQ. FT. 50. FT. SQ. FT. 5Q. FT. TOTAL ELEV. `A" TOTAL ELEV. `G" 8 "e" 1948 197(, SQ, FT. 50, FT. w PATIO OPT, COV. PATIO 40 168 50. FT. 5Q. FT. 1 (vx(o P.T. (ox(o P.T. _,-' POST POST 1 OPT. I COVERED I I PATIO I CIA OFT. COVE'R'EID'PATIO NOTES: -DENZE ARMOR AT BATHROOMS. -PREFAB 5HOWERS/TU56 TO BE SET IN TYPE 2 FOAM. A R C H I T E C T S Design Groupinc. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ISUBIDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT- STATE OF FLORIDA PRINT E)ATE: 05/20/11 SCALE: 1/4"=1'-0" SHEET 2 orl 9 w 0 Lu o z � 0 q U ISUBIDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT- STATE OF FLORIDA PRINT E)ATE: 05/20/11 SCALE: 1/4"=1'-0" SHEET 2 orl 9 ro" RAISED SANDS TYF. 0'-0" FIN. FLR.A LOA MEN ro ONE w i� Lu FRONT ELEVATION TEXTURED PINISH I� 5 OFF RIDGE VENT OPP RIDGE VENT 1-1'-1" BUILDING HGT. S' -S" ERG. NGT. (o" RAISED SANDS Tyf=" OL 0'-0" FIN. FLR. r � a'-$" SRG. HGT. _ _ a, -a" BRC -s. HGT. 1'-0" 0 0'-0' FIN. FL R. �' I 0'-0" FIN. PLR. REAR ELEVATION TEXTURED FINISH AREA OF ATTIC = 2151 SQ, FT. NET FREE VENTILATION : 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 215-1/300 119 SQ. PT. 1035.3(o SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OP ATTIC Z.5 x 1035.3(0 (15A1-ANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL * OF VENTS REQUIRED = (5) TOTAL * OF VENTS PROVIDED = (5) •. COV. PATIO ARCHITECTS Design Group inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SU'BDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE S'WIN'G: RIGHT PAGE: FRO NT & REAR ELEVATION A„ ARCHITECT= STATE OF FLORIDA DATE: 05/20/11 SCALE: SHEET 3D A ©Fl 91 r w Lu � Q O � u A � SU'BDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE S'WIN'G: RIGHT PAGE: FRO NT & REAR ELEVATION A„ ARCHITECT= STATE OF FLORIDA DATE: 05/20/11 SCALE: SHEET 3D A ©Fl 91 r Qgclr.qw. =I V-5" 15RG. HGT_ J)� V-0" FIN. FLR. l OFF RIDGE VENT OFF RIDGE VENT -LEFT TEXTURED FIN15H 1� OFF RIDGE VENT �S'-8" 5RG. HGT. 1'-0" 0'-0" FIN. FLR. R1,uf_"HT E TEXTURED FIN15H ]ELEi%ATION I -All 0'-0" FIN. AREA OF ATTIC : 2151 5Q. FT. NET FREE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 215i/300 = 7.19 50. FT. 1035.36 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 x 1035.36 = 51-1.68 (BALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 50. IN. PER VENT TOTAL * OF VENT5 REQUIRED = (5) TOTAL OF VENT5 PROVIDED = (5) OPT. COV. PATIO RIGHT 511'1. A R C H I T E C T Design Group inc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.corr AA #: 0003325 SU131MY. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION 99 A99 ARCHffECT- STATE OF FLORIDA 121 PRINT DATE: 05/20/11 SCALE: 1/4"=1'-0$l SHEET 4 A orl 9) w ww r— �. d Q O � q z u q e SU131MY. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION 99 A99 ARCHffECT- STATE OF FLORIDA 121 PRINT DATE: 05/20/11 SCALE: 1/4"=1'-0$l SHEET 4 A orl 9) HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE STORY APPLICATION 312E -1'-11 1/2" DES. UPLIFT GRAVITY FASTNER >_ MET^-* 14M (1) 15d x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY Z Q (2) META -1b 19B'9(10)) 1300 15d x 1 1/1 1 -PLY (14) Ibd 2 -PLY Q META -Ib 1812+(Z) 10d x 1 1/2 I -PLY/ (5) Ibd 2 -PLY ply. 2 DSL 2 D5L2x10 DSL. 2 META4-20 1810 (9) 10d x 1 1/2 I -PLY/ (S) Ibd 2 -PLY 1 (2) 4ETA-20 2035 (10) 10d x 1 1/2 1-FILY 2900 (12) I6d 2 -PLY SUR/1_26-2 MmT + 3C36D (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 15d TO WOOD 5KH26R/L-2 MQT- + 12a98fA (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD 007-3 + 10530 (2) 3/4' A.T_R. IN HIGH STRENGTH EPDXY (MIN.. 12' EM D), (16) 10d TO WOOD LT4 1420 (12) 10d x 1-1/2' ycr 4340 (I) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ika) SDS 1/4' X 3' TO WOOD (1)vW (2-ftYf^Y) 118H/8890 (2) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTI't-R 12MA2s (14) 10d x 1 1/2 MT8-I6 1150 (16) Iod x 1 1/2 MT3-?1A7 14W (24) Iod x I W LwoknI2 ++ 925 (10) 1001 ++ 1235 (14) 10d V) MDTA-10 ++ 1315 (14) 10d IZ -,?4 ++ 1640 (15) 1001 Qt TA -30 20" (22) loci ~ A-36 ++ 2090 (26) 10d T - 3� (3b) Iod x 1 U2 PVTI-4a D068 (48) 10d x 1 112 mb 350 (6) 801 TO PLATES, (8) 8d TO STUDS z O U pP{ 8m (6) I0d x 1 1/2' TO STUDS YY The (4) 10d TO BEAM (4)10d TO POST. NGP2 (p45 (6) 15d x 1-1/2' 9949 (16) 801 x 1-Ia 44 2200 6665 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (12)I6d TO WOOD V) m 06 2300 129W (1) 5/8' AT.R_ IN HIGH STRENGTH EPDXY, (MIN_ 1' EMBED-) IN CONC_, (12)lbd TO WOOD O +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' E 15ED.) IN CONC. (5)I0d TO WOOD _ +,+ 1625 (1) 1/2' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. Q))66 HOLT TO WOOD Q 3610 HTT4 4235 (1) 5/5'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC_ (18) 10d x 1 1/2' TO WOOD (1) 5/8' AT_R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/1' TO WOOD (1) 5/5' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 12kd x 1 1/2' t0 WOOD HTTB 46-10 DOW (I) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (261 10d TO WOOD () /8 AT.R. GH STRENGTH EPDXY, (MIN. 1' EMISED.) IN CONC. (26) I6 x 2 /2 O WOOD }1 -SPS 2.5+ 11445 1) 1' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 15' EMBED.) IN CONC., (24)8DS 4' x ' WOOD SCREW 648x9 (01/5' A.B, IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. l3)7(g' STUD BOLTS TO WOOD tommA 30611125 3415 5930 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)IOd TO BEAM Qr Lal 0-3 (WOOD 1510 ) 15-1/4' x 2-3/4' TITEN ( S PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) (cm) 1510 DOM 15-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (15) lOd TO WOOD Z MMC 2 9 1810 40M IS -1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOOD 2 4404 9TFEEWATH EPDXY a SIMPSON 'SET EPDXY-TIE'_ CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL P9l'i'OR To SMRSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WMERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ Val COMMON NAILS CAN BE SUBSTITUTED WITH 15d x 1 1/2' NAILS IN CONJUNCTION WITH A 23`k REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. iJ7 1Aa1 +++ M4N1MW1 I EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 9', MINIMUM EM51FDMENT INTO THE FOUNDATION WILL 6E I - 0 A - A-301 ALL THREAD ROD (SIZE, PROTECTION TYKE, LENGTH, ETC. VARIES) Z WC,4WOE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MOT 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHIN U®1N2 STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, WJE FASTENEM GALVANIZED PER A5TM-AI53 68E OF EXPANSION ANCHORS WILL ISE EVALUATED ON AN INDIVIDUAL 15A818 AND MUST HAVE WRITTEN APPROVAL FROM THE AIRGMITECT/ENGIIE£R OF RECORD PRIOR TO USE. A" COWeCTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS 3-2511' , 'HIGH WIND -RESISTANT CONSTRUCTION c- -R', T-4W_J-VR9PEC51, AND ANCHORING d FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C -2011 - HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO S'-0" TO SINGLE STORY APPLICATION 312E -1'-11 1/2" CLEAR SPAN DSL 2 DeL 2 D5L 2 C>ft 2 x 6 x S x 10 x 12 UP TO 5'-4" 5'-+4" TO 1'-0" 11-011 '—O" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SUPPORTING END OF DEADER 1 2 SIZE NUM5ER OF FULL LENGTH STUDS CLEAR SPAN ply. 2 DSL 2 D5L2x10 DSL. 2 x x S x 12 UP TO 5'-0" 5'-0" TO 61-411 61-411 TO 8'-011 6'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO S'-0" TO S' -m" U.N.O. 4'-11 1/2' -1'-11 1/2" AND UP NUM5E'R OF HEADER STUDS m HUS2G © SUPPORTING END OF DEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS HGUS25-2 2 � AT EACH END OF HEADER 1 HHU54& 3 2 x 12 (02 SYP) -1/16" 051 NAIL (3) 12Gi 6 &"-S" O.C. TYP. 2x12 BM./HDR. FR>4M_JNG NOTES. 1. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.T"1'i=IC,4L HURRICANE 5TR,4P5 ,'ORE AS FOLLOWS, U,N.O: * 7RU55 TO M,45ONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END ,OND 32" ON CENTER ON JOIST'S PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT5-12 3.TRU55 TO TRUSS CONNECTIONS ,OND HANGERS SHALL BE DESIGNED ,OND 5UPT=LIE1D 3Y TRU55 MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, FIROFILE, AND SIZE OF ROOF/FLOOR TRU55E5. 5J4EADER 5P,4N CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN 6p. 1'°'IIN. 2X4 HIP CUT 5LOCKING SECURED W/3 -10d GUN NAILS OR 3-126 HAND DRIVES -a E14 END. CUT PITCH 4 5EuEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1, Tiii�.155E6 MARKED W/AN * REaUIiRE WEB STIFFENERS FOR PERMANET STRUCTURAL TRUSS-)' FRAMINGX PLAA I 2 X I2 1:31-1 TO -- ,� 6X(5 POST 2� (2) MSTA-24 -- – – — _ POST TO SLAEE ABU-(o(o HUC210-3 tl 1 u 5M 1 2 X 12 E5M TO &X(o POST (Simpgon) III (Uap) POST TO SLA5 II � m HUS2G © HGU526-2 (Im C u 5M OPT. COVERED PATIO 1 2 X 12 E5M TO &X(o POST (Simpgon) (2) MSTA-24 (Uap) POST TO SLA5 II ASU -6& II cXv HUS2G © HGU526-2 (Im C (I II �-IUG21(d-3 OPT. COVERED PATIO SOUTHERN TRUSS COMPANY 05/10/11 A R C H I T E C TS Design Group,,. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX. 407-774-4078 www.abdesigngroup.com AA #: 0003325 T O E_=1 E= (Simpgon) or (Uap) 0 HU52/.o HUS2G © HGU526-2 C THDH26-2 ® HGUS25-2 � THDH28-2 �H HHU54& THD46 KK SUR/1_26-2 CK 5KH26R/L-2 SOUTHERN TRUSS COMPANY 05/10/11 A R C H I T E C TS Design Group,,. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX. 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU131DI`T. & LOT: TUSC.A. PLACE NORTH LOT 4 PROJECT# 1005.054 M0 DEL - "1543" GARAGE SWING: RIGHT PAGE: ]FRAMING PLAN ELEVATION >, A>> ARCHITECT: STATE OF FLORIDA 3 I CANTWELL Ilk NO 12079 DATE: 05/20/11 SCALE -#1/4$p=1)-0)31 SHEET 5 A Op'l 9 W La O E~r Q � � z O U 4 ~' tIl 'Q SU131DI`T. & LOT: TUSC.A. PLACE NORTH LOT 4 PROJECT# 1005.054 M0 DEL - "1543" GARAGE SWING: RIGHT PAGE: ]FRAMING PLAN ELEVATION >, A>> ARCHITECT: STATE OF FLORIDA 3 I CANTWELL Ilk NO 12079 DATE: 05/20/11 SCALE -#1/4$p=1)-0)31 SHEET 5 A Op'l 9 ELECTRICAL LEGEND S1'M1�t7L DEFINITION NOTES 1542 SQFT GENERAL LIGHTING X3 VA PER SQFT 125V OUTLET 20 AMP SINGLE POLE 3000 1 LAUNDRY CIRCUIT AT 1500 ® 110V OUTLET 1 WATER HEATER 4600 1 DISHWASHER In Cr- OUTLET 1 CLOTHES DRYER I110v autLEt WIRED TO 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 EQUIPED WITH (ll�I 110Y OUTLET GROUND FAULT WM 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 !TAMPT --- 220v OUTLET 4 WIRE CONNECTION 6 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 18931 EXTERIOR 13220 TOTAL LOAD WATERPROOF GROUND FAULT OUTLET INTERRUPTER SWITCH Fi SWITCH 3 -WAY OPER. 6* SWITCH 4 -WAY OPER. f WALL MOUNTED LIGHT CEILING LIGHT VAPOR �O1(F' PROOF LIGHT RECESSED CAN 1 CFM PER VENT. FAN $Q. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND = � z' FLUt]RESCENr 4' FLUORESCENT l® 4' TRACK LIGHT PANEL METER SMOKE 15ATT.15ACK-UP DETECTOR W/ HARDWIRE INTER - ALL !.ACK-UP MOUNTED W/ HARDWIRE SMOKE INTER - DETECTOR CONNECTED 5ATT. BACK-UP CARBON W/ HARDWIRE �Q MONOXIDE/ CONNECTED +CMS/CO SMOKE DETECTOR SHALL 5E A C0101E30 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK nWH WATER HEAT. DISCONNECT AIR. GOND. AJC D 15CONNECT TV. TELEVISION JACK CEILING 50X REQUIRED TO BE SUPPORTED j0 J -BOX IN ACCORDANCE W/ Bax MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED t0 BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIMAL KP SECURITY KEYPAD PUSH- FOR B. BUTTON CHIMES * LOCATION OF Tv JACKS E PHONE OUTLETS 4 FANS TO BE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMb TO BE ARC FAULT PROTECTED PER NEC 210.12Cb) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * CiFI * ISLAND (NOT ON KITCHEN CIRCUIT) * DI5+4A6HER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HANE MIN. CAfmACITY OF 50 CFM INTERMITTENT.CFBG 2001,RESIDENT [AL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE CoRO ND FAULT CIRCUIT -INTERRUPTER P'ROT'ECTION FOR PER5ONNEL ON FEEDERS * UARI 4 METHOD SHALL BE NON METALLIC CA0.E AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE I A` 01 I 11, it 'o `I " Ili CARRIAGE LIGHT B SWITCH - --OPT. CARRIAGE LIGHT 8 SWITCH NOTE: ALL BRANCH CIRCUITS IN THE 5EDROOM5 ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODEKD2) HOUSE PLAN: 1543 MODEL LOAD INFORMATION VA 1542 SQFT GENERAL LIGHTING X3 VA PER SQFT 4626 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4600 1 DISHWASHER 1200 1 CLOTHES DRYER 6000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 32326 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 22326 VA x .4 8931 TOTAL NET GENERAL LOAD 18931 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 86% 8500 6 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 18931 NET TOTAL HEAT 13220 TOTAL LOAD 32151 CALCULATED LOAD FOR SERVICE 32151 VA/240 V 134 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL HE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. IO A f= ELECTfRICAL R f 6 R NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE POWER', COMPANY TRANSFORMER GRADE 2 " V.T.R. I I MAIN PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR - ELECTRICAL SERVICE. PROVIDE 3 101 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 0 1 � M I FA I k WN It AL =3 NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 6 100%, REMAINDER Q 35% NET LOAD: 6,949 VA RANGE: 12,000 Q 109'. 8,400 VA DRYER: 5,000 -m "109p 3500 VA TOTAL 18,849 VA NEUTRAL AMP4CITY: 18,489 / 240 = -I&A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 *1 CU, I% CU GND 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MOB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOU) VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 *14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.5213). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngraup.cam AA #: 0003325 SU331 DIV. 8c LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 PRINT DATE: 05/20/11 SCAT .- 1/4"=1* -0" SHEET � � � Q N } 444 Z d } ilz q jy jy O d � 0 0 8 Fi SU331 DIV. 8c LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL: "1543" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 PRINT DATE: 05/20/11 SCAT .- 1/4"=1* -0" SHEET ARCHITECTS lJorz-D Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-G078 FAX: 407-774-4078 www.a bdesigngrou p. com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL-. "1543" GARAGE SWING-. RIGHT PAGE: MECHANICAL PLAN [ARCHITECT: STATE OF FLORIDA PRINT DATE: 05/20/11 SCALE: 1/4"=V -0"l i Pq 0 0 w � w [ � u 4 d A u z q ~ ill m Qj N SUBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MODEL-. "1543" GARAGE SWING-. RIGHT PAGE: MECHANICAL PLAN [ARCHITECT: STATE OF FLORIDA PRINT DATE: 05/20/11 SCALE: 1/4"=V -0"l i DR HORTON HOMES MODEL: 1543 GARAGE LEFT SUBDIVISION: DISCOVERY SERIES MARCH 2011 LOT BLOCK: PG of PARTS: 2 - UF3 P .0 TB9F11 ---------- ........ ........... MIR . ........... .............. .......... ...... mu 13F342 T7F3 W M ado -100 00 N. DOOR STYLE: Iwo L = 18 BX S C4 U) ------------ PARTS: > wI 1 - UF3 WD F_ 5 - UF3 P 1 - UF342 P ------------ 2 - BTK8 PRT,moo 4 - UM8 BLD a CO 1 - FL24 (VOIDS) SII Cq 4 - CM8 BLD .0 ---------- -- cp% .E. M W. W------------ Cq U11 016 N . . . .... I .... All dimensions -size designations TIMBERLAKE' Designed: 03/23/11 given are subject to verification on M Designer: P. Nottbohm Printed: 03/23/11 job site and adjustment to fit job This is an original design and must conditions.'a not be released or copied unless applicable fee has been paid or job order placed. 1543 GL KITCHEN (03-23-11) IFLOORPLAN I Drawing #: 1 Scale 0 1/2"77—y KITCHEN CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1543 DISCOVERY SERIES PG of _60r' 11 ....... .. 10. --- .... WPM --- mom -0 --- ........ . . --- ----- ---V865434H 14UTT --------------------------------------------------- / 6611 GARAGE LEFT MARCH 2011 1-1 1 - BTK8 PRT 1 - UM8 BLD - ----------------------------- I I I ONION .... BATH 2 DOOR STYLE: L= 1 BX PARTS: - -------- VSB30 ------- J 1 - UF3 WD 1 - UM8 BLD 1 - BTK8 PRT OWNER BATH, BATH CABINET LAYOUT SO DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1543 DISCOVERY SERIES PG of 8 W3030 W3030 rn �-WA&HtR 30 -DRYER ------------------------ ------------------------------ OPT LAUNDRY UPPERS DOOR STYLE: L = 2 BX PARTS: 2 - UF3 P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT ARCHITECTS . 4 Design roupinc. Design G nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 3 PH: 407-774-6078 FAX: 407-774-4078 up.com �2 5] www.abdesigngroup.com AA #: 0003325 OWNER's BATH DOOR STYLE: L= 1 BX PARTS: 2 - UF3 P 1-1 1 - BTK8 PRT 1 - UM8 BLD - ----------------------------- I I I ONION .... BATH 2 DOOR STYLE: L= 1 BX PARTS: - -------- VSB30 ------- J 1 - UF3 WD 1 - UM8 BLD 1 - BTK8 PRT OWNER BATH, BATH CABINET LAYOUT SO DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 1543 DISCOVERY SERIES PG of 8 W3030 W3030 rn �-WA&HtR 30 -DRYER ------------------------ ------------------------------ OPT LAUNDRY UPPERS DOOR STYLE: L = 2 BX PARTS: 2 - UF3 P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT ARCHITECTS . 4 Design roupinc. Design G nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 3 PH: 407-774-6078 FAX: 407-774-4078 up.com �2 5] www.abdesigngroup.com AA #: 0003325 SUIBIDIV. & ]LOT- TUSCA PLACE NORTH LOT 4 PROJE:CT# 1665.054 MODET-ft- "1543" GARAGE SWING-. RIGHT CABINET LAYOUT L mmmoop PRINT DATE-. 0 5 /2 0 /11 scAxm. 1/4"=V-0 LIJ t__ > w Z SUIBIDIV. & ]LOT- TUSCA PLACE NORTH LOT 4 PROJE:CT# 1665.054 MODET-ft- "1543" GARAGE SWING-. RIGHT CABINET LAYOUT L mmmoop PRINT DATE-. 0 5 /2 0 /11 scAxm. 1/4"=V-0 .,•-�'�— (1) s REBAR VERTICALLY W/ CONC. POUR CELL TEXTURED FINISH �R-11 TEXTURED FINISH r — R-42 INSULATION W INSULATION MIN. R-11 INSULATION MIN. STUDS Ib' O.C. MAX STUDS Ib" O.G. MAX z TEXTURED FINISH E SECURE BT- PLATE t0 SLK W1 SECURE BT_ PLATE TO SLAB W/ 112' GYP. W-. BD. I/2' GYP. WL. BD. s' CMU is 1R' GYP. WL. BP. E ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 1' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL 32' D.G.Q WOOD BASE SECURE BT. PLATE TO SLK W/ WOOD BASE SECURE BT. PLATE TO BLK W/' ai W001? SASE ++ 32' OC MAX. EMBED. MIN. 32' Or, MAX. MAX E ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR 501-T W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. • 32' OC MAX. %3 SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. 32' OG MAX. ° ° ,• ° G — ¢' GONG., REIN. W/ 6'x&' 010 WILM OR Flip^. ERME9H ON 6 -MIL POLY ° 4' GONG, REINF. W/ b'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY __.s.� • 4' !CNC, REINF. W/ 61xb' x10 WWM OR FIDERMESH ON 6 -MIL POLY 4' CONIC., REIN. W/ b'xb' •10 WW1 OR FIBERMEBH ON to -MIL POLY °•4 0 * o0 4. ' 4' CONC., REINF. W/ 6'xb" 10 WILM OR ' jq a • a 4 4 GONG., RE INF. W/ 6a'xb' +90 WWM OR a a.' a v—� ETHYLENE VAPOR BARRIER ON _ WELL -COMPACTED CLEAN TERMITE z ETHYLENE VAPOR BARRIER ON f WELL -COMPACTED CLEAN TERMITE ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE Z ETHYLENE VAPOR BARRIER ON i WELL < • FIBERMESH ON (P -MIL POLY �° ETHYLENE VAPOR BARRIER ON F15ERMES4 ON 6 -MIL POLY • ' ..� • ' ° ' ETHYLENE VAPOR BARRIER ON TREATED FILL m O TREATED FILL Y U 8' "� U TREATED FILL -COMPACTED GLEAN TERMITE TREATED FILL U WELL -COMPACTED GLEAN TERMITE TREATED FILLti q4 • WELL -COMPACTED GLEAN TERMITE i ¢' $' ¢' 1,_4" (2) 0S MBAR ON CHAIRS 1:_0. i3J 5 REBAR ON CHAIRS $� CZ) Z - ATIF FILL i [4\[\— O (2) r9 REBAR ON CHAIRS V-4' 1'-8' 1'_4' REBAR ON CHAIRS i+ 4' 8' 4' (2)03 REi5AR ON CHAIRSU4 : :l3) 05 REBAR ON CHAIRS b b 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' AT L.B.W. W UPLIFT SCALE: 1/2'.1'-0' AT L. B. W. AT L.B.W. W NO -UPLIFT) 2 B W FRAME WALL � cc'� W FRAME WALL ,- - , SCALE: V2 -I P) SCALE: I/2".I'-0' SCALE= SCALE: I/2 =I iZa .h (ll 05 REHAR VERTICALLY W/ CONC. POUR CELL — (I) 05 REBAR VERTICALLY W/ CDNG. PDDR CELL 1CMU4' REIN. W/ b'xb' STUDS lb'O.C. MAX AV WIL 0j0� WUlM OR FIBERMESH ON r4' 5 I/2` ®HEAD OF GARAraE 9 I/2" +� HEAD OF GARAGE W 8"CMU z CURS HEIGHT VARIES POLY ETHYLENE VAPOR ON WELL -COMPACTED CLEAN TERMITE TREATED FILL VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ �" VARIES WITH SLOPEHARRIER SECURE BT. PLATE TO SLAB W/ �' -: r � �b-MIL 4' GONG., RE INF. W/ b'xb' 010 WWM OR CU REBAR ON CHAIRS ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 1' ANCHOR DOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB 11/2' CURB WEIGHT VARIES F � 'U CURB HEIGHT VARIES FIBERI IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON THICKEN EDGE d EMBED. MIN. 6 32' OG MAX. EMBED. MIN. ++ 32' oC MAX. 1/2' RECESS FOR SERVICE DR =p WE4YLENEPAPORCTEP CLEAN TERMITE o TREATED FILL SCALE: I/1'=1'-0' a• .. � � , y e .' rr ° � .; '� f�L} =F °II��11 , � It •.'b. Y'3�: V • 1QL °� iF�Fi1--r�+�l`I n 4' CONIC, REIN. W/ b'xb' 010 WW1 OR Q FIHERMESH ON b -MIL POLY ' • °�.. 4' CONC, REINF. W/ b'xb' 010 WWM OR FI5ERMESH ON 6 -MIL POLY z ° 4` CONC, REINF. W/ b'xb' 010 ULM ORi,—, - FIHERMESH GN b -MIL POLY °'.a ° 0� a ° 4' CONC., REIN. W/ b'xb' "90 WUJM OR '' FIHERMESH ` °• ° .. (3) 055 REBAR ON CHAIRS ° ° 4 ' a ° m a ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON a a ETHYLENE VAPOR BARRIER ON * O = ON 6 -MIL POLY ° ' ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL F WELL-COMPACt1 P GLEAN TERMITE ifi p 4' b' 4 U LL-GDMPACTEG7 GLEAN TERMITE a •, WELL -COMPACTED GLEAN 7E1�d11tE 0 4 GONG, REIN. W/ b xb 010 WWM OR 1 _4� U TREATED FILL I:_B� TREA1i=D FILL Z W TREATED FILL FISERMESH ON (P -MIL POLY ¢ ¢ ETHYLENE VAPOR BARRIER ON (2) Ob REHAR ON CHAIRS l3J REBAR ON CHAIRS i2) 13 REBAR ON CHAIRS E ¢" $ ¢ (2) W.- RE5AR ON CHAIRS 4" b' b' 4' WELL -COMPACTED CLEAN TERMITE U ++1 U I -4" TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING NON-BEARING SCALE: 1/2"=1'-0' 1 -STORY L.B.W. SCALE: 1/2`=1'-0' �A 2 -STORY L.B.W. SERVICE DOOR 8 AT GARAGE AT GARAGE SCAL E: 112'm I' - 0," SCALE: 12"= I'- J' SCALE: 1/2' -1'-0' A SCALE: 1/2'-P-0' T3 Fr (I) "3 fE5AR VERTICALLY W1 CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH :E 8' CMU RECESS FOR I'- GARAGE DOOR sv Z I/1' GYP_ WL. BD. QRADE 'III 'U WOOD BASE p a WIDP FI CONIC, RE INF. W/ 6'x6" LY ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON RECESS FDR S.G,D. TRACK FINISH FLOOR 4" GONG., REIN. W/ b'xb" 010 WWM OR FIBERMESH ON (P -MIL POLY , _0 ETHYLENE VAPOR BARRIER ON ° oD ° <. ' 4' GONG. REIN. UU b'xb' 010 WW1 OR ° 4IHERMESH ON .-MIL POLY MLL-COMPACTED CLEAN TERMITE WELD -COMPACTED CLEAN TERMITE _ ETHYLENE a- ¢ S' 8' TREATED FILL 4 : ° : �• d, a ' TREATED FILL WELL GOMPAC pBGLEANIETERMItE m • (1)06 REHAB ON CHAIRSTRI=ATED FILL 4' "5 REBAR ON CHAIRS ° ° • • ° ° ' °; (3) 0$ REBAR ON CHAIRS [4\ a' x b" b' ' ° ° a 1'-8' a 2 -STORY FOOTING 9 CONCRETE PAD ALE= 112'=1'-0' 1 SLAB AT S. G. D. SCALE: I'=1'-0' C, 1 GARAGE DOOR FOOTING SCALE: 1/2'=1'-0' 1 NOT USED 1 W BLOCK WALL SCALE: 14 NOT USED CAULK AND SEAL GAS LINE I �' PVC SLEEVE FOR GAS LINE 8' CMU POURED LINTEL CONI. fTYP.,1 � 1/1' DRYWALL GROUTED BOND BEAM 8' CMU FILLED CELL (TYP-) WOOD BASE ¢+'-0' FIN. FLR. TIE VERTICAL REBAR' VARIES PER ELEv. ZX WALL FRAMING d : q '' .. .. a .'4 ' ° °° :4 e ' .°a TO HORIZATIONAL REHAB W/ 8` HOOK ° TIE VERTICAL REBAR (4) VX1" ANCHOR 5OLTS or (4) "X1' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' ° .. °a GROUTED BOND BEAM :° 70 HORIZATIGNAL a 4.1 REBAR W/ 8" HOOK WASHER AND NUT BF ACED EVENLY FROM FLOOR t0 BOND BEAM. SET IN JOINTS a' ° ° 'x ° VARIES PER ELEv. '� , . _ VARIES PER ELEY PRIOR TO FILLING, (SLEEVED ANCHOR IN ° / -0 ° � SOLID POUR ACCEPTABLE RETROFIT) 4'''' "•' � � � a °.: GROUTED BOND SEAM `^ U b" PVC CHASE TWRU FOOTING d° ° EXT. /INT. FRAME WALL TO ,-STORY BLOCK WALL CONNECTION 1 GAS LINE THRU BLOCK 16 z2� MBAR ON CHAIRS °4 a SCALE: I/2"=I'-0' SCALE: 1'=1'-0' (3) 05 REBAR ON CHAIRS ° (1) +6 RE5AR VERTICALLY W1 GONG. POUR CELL R-4.2 INSULATION - B" GMU ° I/2' GYP. WL. W. z WOOD RASE a .a ° qe 4' CGNC., REIN_ W/ b'xb' 010 WWM OR �• CLEANOUT REQUIRED a FOR INSPECTION 4 ° °' FFOLR�� REQUIRED FIMRMESH ON 6 -MIL POLY .� ETHYLENE VAPOR BARRIER ON z S TED GLEAN TERMITE + a TREATED FILL 1 ° ' (1) 05 REBAR SET IN SIMPSON HIGH e � � 8 °° STRENGTH EPDXY 1' EMBED.. MIN (2J � REBAR � I -STORY I °' 0'-D" FM. -LR. ° ' ° 0'-0' FIN FLR a (3) 05 R)=SAR 2 -STORY o 4 (1) S VERT. DOWEL LAPPED W/ BOND BEAM ? a •n 015 £s' F'VC CHASE THRU FOOTINCa :5 ' e '"' '•' °' TIE VERTICAL REHAB a .e d A a TIE VERTICAL REBAR e ° e : d .° . >. n' OUT6IPr RE15AR t0 BE a ° TO HORIZATIONAL 70 HORIZAtIONAL CONTINUOUS Cl) +9 REBAR At CORNERS W/ 75' LAP MIN. ° '�• -0.e' REBAR W/ 8' HOOK °. ° d' REBAR WJ S' HOOK ° aY' a ' � ..� �.�. � .. � rri� �� ° a ° 4' CONC., 1E IN. W/ b'xb' 410 WWM OR FI5ER"1ESH ON 6 -MIL POLY a�-•••. ° a s°' a n a A.. Ir F I -STORY m i •aj ETHYLENE VAPOR BARRIER ON UeLL-COMPACTED GLEAN TERMITE :.. a ° < r; 4' 8' 4" (2) 08 REBAR ON CHAIRS U O U m TREATED FILL . • i._4. 2 -STORY (3) 03 REBAR ON CHAIRS U 2'-1" MIN. LAP PIPE THROUGH HORIZONTAL/VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT A OMITTED DOWELS SCALE: 1/2'-V-0' REBAR LAP AT FOOTING SCALE: 1/2' = I'-0' CAT LINTEL CORNERS SCALE: I/2' = I'-0' W BLOCK WALL SCALE: 1/2'-1'-0* E REINFORCING SCALE. 1/2'0'-0' �+ BEARING CHANGE ALL E T'E7E�IC�� ]�'OOT'E]l� AT' ]F'IIoT][ H SLAB'S TO BIE MII-q. 12" BELOW TTT�-TDISTUF:ZBEID S®IL, ARCHITECTS Design Group,„�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 El W 0 C] W Ill Cti Q � z 0 q u h 4 � SUBDIY. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1005.054 MO DEL: "1543” GARAGE SWING-. RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA 6 . JAM CAN ELL R O 12079 Pit E: 05/20/11 93CA,LE-0 1/431=11—Opp SHEET 1) 1 O F'1 9 PANEL ANCHOR SEALANT SEALANT --- 3/S' -EXPANSION STRIP--- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. COLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLW5TRATIYE PURPOSES ONLY. WALL FRAMING CAN SE CONCRETE, MASONRY, WOOD STEEL CR ANY OTHER STRUCTURAL. SURROUND R PANEL ANCHOR STYLE CONSTRUCTION L INTEL PLATE — 3/8" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2" DEEP 7T SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED $Y THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMCER ACOVE THE GLASS 5LOCK. PANEL REINFORCING a EVERY OTHER 5ED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI-CORRO5IVE COATING TIGHT TO LEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL RE INFORC ING MORTAR ASPHALT EMUL51ON 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO 5LK W/ (2)' HEAD LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE ST 8d IN SIMPSON HIGH STRENGTH 1115- .113 EPDXY 4" EMBED. WITHIN 8" OFEACH 2X4 SECURED TO END AND 18` O.C. MAX - m kF GABLE END 10d ROUND,MODIFIED W/(2)12ddEA. UPRIGHT .128 110000 2X4 SECURED TO ® ® ® GABLE ENG W/(2)12d 0 O.C. SECURE 2x4 ON FLAT TO 5LK W/ CUT NAILS. L-30 g ® SIDES: 91 GABLE BLOCKING TRU-55 2X6 GARAGE DOOR BUCK WI (3) 2x4 BLOCKING ,�"X8" J -BOLTS 4' EMBEDMENT MIN. 6 EA. RAFTER W! 2`X2'XYa WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS H2B EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK 0 CENTER OF 2x4 RAFTER DOOR HEADER W1(1)Y2"XS" J -BOLTS g 24' D.C. 4" EMBEDMENT W/ 2"X2'XYo' WASHER AND NUT 2x4 FRAMING ® 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2"• I'-0' 8 NOT USED FRAMED OVERHANG 4 N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. 1/2' DRY WALL 2x4 16" O.C. MAX 2X4 PT. BT. PLATE 1/2" AM W/ •�' ' MIN. I' EMBEDMENT 2' PIA. WASHER 32' D.G. MAX "5 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2"=1'-0" PLAN VIEW SCALE: 1/2"-l'-0- SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF $OX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W! ON 0.5.5. SHEATHING OR �, CDX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRUSS 5P4 OR H-5 TOP PLATE TO STUDS -0" ABv. I(b'-m" LEVEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0" SIMP50N H-5 (MIN.) 2X4 TO TRUSS &gHl MNEY DETAILS SCALE: 1/2' = I' - 0" PRE -ENG TRUSSES W! TRU55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON LSTA-12 � EA. JACK STUD, BOTH 51DE5 OF OPENING. 2x STUDS 6 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY Q A TIME, USE 126 NAILS, TWO WITHIN 6" FROM EACH END 8 NO MORE THAN 12" O.C. STAGGERED 5P4 OR H5 m TPP AND BOTTOM PLATES m EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2' = 1' -0' NAILING SCHE=_DUI_E_= ROOF DIAPHRAGM USE 7116' O.S.B. OR 1/2' COX PLY WITH 118 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4" O.G. EXTERIOR SHEATHING USE t/16' 0.5.8. OR 1/2' PLY WITH 08 RING SHANK GUN NAILS AT 6" O.G. AT PANEL SIDES AND *S RING SHANK GUN NAILS 4' O.G. TOP d BOTTOM PANEL AND "S RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,4IL REQUIfREMENT6 SIZE HEAD LENGTH DIA. TENSILE ST 8d ROUNDYMODIFIED 1115- .113 110000 WITHIN 8" OFEACH OR T END AND 18` O.C. MAX - m kF SPAC ING. 10d ROUND,MODIFIED 21/8' .128 110000 OR T 0 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRU56 STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.260 IN FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF SHEATHING; LANI'OUT AND ENDW ALL- 5RAC INCA FOR G,45LE EN,) FRAM INCA SECURE 2x TO BLOCK W/ (2) �6," TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) WITHIN 8" OFEACH $ END AND 18` O.C. MAX - m kF SPAC ING. SHEATH ING OR"' " CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2'-1'-0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR $HEAR 8 UPLIFT (O.$.5. TO ME STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT ID OPENINGS OS RING S44ANK GUN NAILS a 4'0.C. TOIL 4 BOTTOM EDGES m Z� Z2 ow e Z z� 9� PRE TRU° MTS - 1/16' 2X4 BTM. PLA' MTS - 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 OS.B. 1/2' A.B. W1 MIN. Z" EMBEDMENT LOCATE 6"-S" FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 2X4X4' SECURE TO TRU55 W/ 3-12d 6'-$' O.G. MAX TYP. 2X4 SECURE TO 2X4 5LK W/2-126 - SECURE TO 5LK W/ META -16 2'-0" EXT: SCALE: C 0 8 RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.5. TO BE STRUCTURAL GRADE) #S 2' DECK SCREWS 6"-8" O.G. MAX 0 EDGES ! 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF 5U5 -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEM5ER5 PRE -ENG. TRUSS ---"' DBL. 2X TOP PLATE rtJl6" O.S.5. `v 2X 5LOCKING -'t4 TOP OF 2X STUDS 16' D.G. MAX. 2X BTM. PLATE 3/4" FLOOR DECKING ' PRE- ENGINEERED -- FLOOR TRUSS m 2X4 Q TOP 4 BOTTOM CONT. HETA-16 5LK. WALL d CONTINUOUS SHEATHING t0 BEGIN AT TOP OF 5LK. W/ 1/4" GAP FROM 5LK. TO 0.5.8. ® HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.3.8. TO PROVIDE CONT. NAIL PATTERN �}3 REMAINING AREA TO BE SHEATHED FROM PBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING :SCALE: 1/21-11-01 ARCHITECTS Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w 0 W p q U 4 � SUBIDIV. 8c LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1665.054 MO DEL: "1543" GARAGE SWING: RIGHT PAGE: mIsC. DETAILS ARCHITECT., STATE OF FLORIDA DA CE: 05/20/11 SCALE: 1/4"=1'-0" SHEET D 2 OFl e - FI5ERGLA65 5kNGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ONFIBERGLASS SHINGLES TRUSSES At FIRST TWO 5AY5 TRU55E6 AT FIRST TWO BAYS OVER 1115 FELT PAPER ON 41-0" O.C. (AT SHEATHING 0.5.5. SE,471-41NC ORI"4'-O" O.C. (AT SHEATHING �„ a CDX PLYWOOD SECURED SEAMS) I� O.S.B. SHE,4THING OR 2 � SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENCS GABLE TRU55 FRE -ENG GABLE TRUSS PER NAILING SCHEDULE F.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 SUB-BAN1a 1261'sa)EACH TRU55 FIi3ERGj_A55 SHINGLES CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED s MID. POINT OF OVER 015 FELT PAPER ON ALUM. SOFFIT W/ (2)126's @ EACH TRUSS ALUM. SOFFIT TRU55 SPAN, OR I0'-0" O.G. MAX. -I" 0.5.3. SHEATHING OR S7IFFBACK A7 ALL UP'RIC HTS TO BE INSTALLED e MID. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFB,4GK AT ALL SEE ENERGY CODE FORTIS PER NAILING SCHEDULE SE,4LED ENO. FOR SIZE 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. GONDITZE 4 HIGH (SEE SEALED ENG. ° GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR SIZE � CONDITION.) HIGH STRENGTH GLC. PRE -ENG TRU55 SEE ENERGY CODE FOIUM55 s O.S.B. SHEATHING OR FOR INSULATION R -VALUES_ 1.. FOR INSULATION R -VALE GDX PLYWOOD. ATTACHED �`'`�_ I 1 O.S.B. SHEATHING OR a BOARD MTL, DRIP EDGE �+° �" GYPSUM .BOARD OR �" HfGH PER NAILING SCHEDULE ON .. C�z�l'PSUM BOARD Oil � CDX PLYWOOD. ATTACHED ,.�° 2x4 NAILER °, STRENGTH GLC -a. BOARD SHEET D5 HIGH STRENGTH CLC. PEi� NAILING aCl--4EI�ULE ON 2x4 6U5 -BAND BOARD SHEET DS 2x4 24" O.G. INTERIOR .'a. KNEE WALL VENTED ALUM. SOFFIT CONC. FILLED LINTEL 5LK �/a° THICK 3 COAT CEMENT GONC. FILLED LINTEL BLK W/ (1):"F:) REBAR CONTINUOUS PLASTER DVEi� GRADE W/ (1) *5 REBAR CONTINUOUS /s THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK A ACK PLASTER' OVER GRADE W/ (1) ,05 REBAR CONTINUOUS PRECAST LINTEL D FELT PAPER B D FELT PAPER BACK. EMSED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. METAL LATH OVER TRU55 PLAN R-�.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED MOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT A5 OR GRADE "D" FELT — WINDOW ATTACHMENT ,45 OR GRADE "D" FELT ��._-- WINDOW ATTACHMENT A5 "7�-41GK, 2 G0,4T CEMENT PER MANUFACTURES PAPE" PER MANUFACTURES PAPER PER MANUFACTURES SPECIFICATIONS WEEP SCREED SPECIFICATIONS PLASTER APPLIED WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) 05 REBAR VERTICALLY SECURE G,45LE TO 2x(o P.T. (I) REBAR VERTICALLY W/ CONC. FOUR CELL PLATE W/ 12d's S" O.C. MAX W/ LONG. POUR CELL PLATE W/ 12d's S" O.G. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS Ix2 P.T. FURRING 5TRIP5 SECURE 2x(o PT, PLATE TO I° 1 I° 1�" O.C. l t " O.G. 1 T W/ 1� O.C. LK W/ 2 x9 ANCHOR BOLT W/ BLK W/ xg ANC 40R BOL 2" WASHER SET IN SIMPSON S" CMU 2" WASHER SET IN SIMPSON ll �-- a" CMU S CMU HIGH STRENGTH EPDXY -1" I. :l W l HIGH STRENGTH EPDXY �` I �� 1/2 C��r'P L BD • •I �� 1/2 C�i'P. WL. BD. �� 1/2 GYP. WL. BD. EMBED. MIN. o 32 OC MAX. EMBED. MIN. ia 32 OC MAX_ WOOD BASE WOOD BASE WOOD BASE 2'"THICK, 2 COAT CEMENT a� :lq- "THIGiG, 2 COAT CEMENT .07 PLASTER APPLIED PLASTER APPLIED .. .� ,. � 4 DIRECTLY TO MASONRY °• ° ' 4 ° ° DIRECTLY TO MASONRY 4 4 a ° tl • '� 4 Q Q d 41<4 ° i 4 • e d 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL BLOCK WALL ��- � �� 3/4"=1'-0° � � SCALE: 3/4"-1'-0° SCALE: 3/4 -1 -0 SG,4LE 2X4: ® 2X4: ® 2X4: CM SECURE TO 5LOCK W/ 3/f6' SECURE TO 5LOCK W/ 3/6' SECURE TO 15LOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMSEPMENT I V) MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 14.) WITHIN 5' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5'05 EACH END 4 15" O.G. MAX SPACING. IS' O.C. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2xb: ® 2XS: ® 2Xb. ® NOTE: STRUCTURAL 2X MUST k" DRYWALL SECURE TO 5LOCK W/2 -3V NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f&' SECURE TO BLOCK W/1-1/4" 5E ON OUTSIDE 4 SECURED 1"X4" OR I'X2` P.T. NAILER TAPCONS OR DRIVE PIN 5E ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .14y5 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 1x4 P.T. OR %'X4' MIN. 5CURE MIN. HEAD SIZE 300 %,' TAPCON MIN. 1 V MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 3/f6' TAPCON MIN. I -Y4" 1= EMSEDMENt INTO BLOCK. THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EM5EDMENT 1 Y49 W6' TAPCON MIN. 1-)/4' MIN. EMBEDMENT I Y¢') INTO BLOCK W/ %.' TAPCONS WITHIN 5' OF EACH END 4 8' CMU WITHIN 5' OF EACH END 4 EMBEDMENT INTO 5LOCK. WITHIN 5" OF EACH END 4 OR DRIVE PIN 15" O.C. MAX SPACING. 15' O.C. MAX SPACING, 8' CMU CDX (MIN. SHANK SIZE .145 15' O.C. MAX SPACING. )6' DRYWALL 8" GMU" DRYWALL 2X8: ®Nt)6'2X8: tf�VE'K BUILD 1NC� WRAF MIN. HEAD .SIZE .300 2X5: ® DRYWALL 1'X4' OR 1'X2" P.T.PtNAILER SECURE TO BLOCK W/2-3�6" " SECURE TO BLOCK W/I-1/�F" I"X4" OR 1"X2" P.T. NAILER MIN. EMBEDMENT I -Y4' SECURE TO 5LOCK W/2-3�6" " 1X4 OR 1X2' P.T. NAILER TAPCON5 OR DRIVE PIN ' O.S.B. X 4' MIN. WITHIN 8 OF EACH ENP 4 18' TAPCONS OR DRIVE PIN W6 0.5.5. X 4' MIN. TAPCONS OR DRIVE PIN S [Z" PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .10 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 30fd MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y¢") DOOR JAMS OR WINDOW MIN. EM5EDMENT I Y4') MIN. EM5EDMENT I Y4") ATTACH TO 2X PER D'OF TO 2X PER " ATTACH TO 2X PER WITHIN 8" OF EACH END 4 WITHIN 5 OF EACH END 4 TEXTURED ATTADOOR J TO MI5 ORP WINDOW WITHIN MAX SPACEACH ND 4 MANUFACTURES DETAILS. 15" IN MAX SPACING. MANUFACTURES DETAILS. 18" O.C.MAX SPACING. MANUFACTURES DETAILS. FINISH s WOOD MANUFACTURES DETAILS. WOOD — WEEP SCREED NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/49 NOTE: SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') cc N6TRUC71ON DOOR JAMB TO BLOCK +3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3Z4 OR +5./4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3 G WINDQW TQ BLACK +3-7 16 ` '' 4 SCALE: I'm 1' -0' Z C SCALE: I'ml'-0" SCALE: 1 =1 -0 SCALE. 1 1 0 ' 2X4. ® 2X4: ® 2X4: CM . •.q .. 2X4: S" GMU SECURE TO 5LOCK W/ %. SECURE TO 5LOGK W/ 3/f6" SECURE TO BLOCK W/ IN SECURE TO BLOCK PI TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS IN.SWANK K DRIVE PIN (MIN. OR DRIVE PIN 1/2"-rEX-ruRE�j (MIN. SHANK SIZE .145 (MIN. SPANK SIZE.145 MIN. HEAP SIZE 3(p0 (MIN. SHANK SISIZZE .10 MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4") FINISI� MASON Y MIN. EMBEDMENT I Y4") MIN. EM5EDMENT I Y4") NOTE: STRUCTURAL 2X MUST WITHIN 8" OF EACH END 4 WITHIN 5 OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 15" O.C. MAX SPACING. 15" O.C. MAX SPACING. IS O.G. MAX SPACING. T4OUTSIDE SECURED 18 O.G. MAX SPACING. ROUGH NON-STRUCTURAL 2x6: ® 2X(o0 ® %.' TAPCON MIN. 1-Y4' 2Xra` 2xkp. ®SECURE TO BLOCK W/2 -3i6" NOTE: STRUCTURAL 2X MUST SECURE TO 5LOCK W/2-1%,' EM5EDMENT INTO BLOCK. SECURE TO 131_OCK W/1-1/4' � SECURE TO 5LOCK W/2 -3/f6" 5E ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" CMU (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145F1 (MIN. SHANK SIZE .145 s " MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 /f6 TAPCON MIN. 1-Y4' MIN. HEAP SIZE 300 � DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL [PTE SCREED EM5EDMENT INTO 5LOCK. MIN. EM5EDMENT 1 Y4') 1'X4' OR 1'X2" P.T. NAILER MIN. EMBEDMENT 1 Y4') 3�4, TAPCON MIN, i -Y4' Yd MIN. EMBEDMENT I Y4'J MIN. EMBEDMENT 1 Y4 J D' OF 8' OF EACH END 4 WITHIN S OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 5" OF EACH END 4 WITHIN 5" OF EACH END 4 5" CMU TAPCONS OR DRIVE PIN DETAIL D T 18 O.C. MAX SPACING. 5' CMU 15 O.C. MAX SPACING. >�' DRYWALL 15' O.G. MAX SPACING. 2ND 2X SECURE TO 15" O.C. MAX SPACING. 5 CMU ® " 2X5: ® I"X4" OR I"X2" P.T. NAILER 2X8: ® 3 STRUCTURWITHIN $" OF EACH END 4 (c+"AL MEMBER W/(2)12d 2X8: ® )6' DRYWALL 2X8: 3 " DRYWALL SECURE TO 5LOCK W/2-3/(6" SECURE TO BLOCK W/2 -/f6 SECURE TO BLOCK W/1-1/4', LOCK CONNECTION SECURE TO 5LOCK W/2 -/f6 I'X4' OR 1'X2" P.T. NAILER1 P.T. X 4" MIN. TAPCONS OR DRIVE PIN TO 8 O.C. MAX TAPCON5 OR DRIVE PIN 1X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. SCALE. 1 1/2"= 1'-�" (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR CASING MIN, HEAD SIZE 300 POOR JAM5 OR WINDOW POOR JAM5 OR WINDOW `— POOR JAMS OR WINDOW � MIN. EMBEDMENT 1 Y4') MIN. EMEsEDMENT i Y4') MIN. EMBEDMENT I Y4') MIN. EM5EDMENT I Y4 J ATTACH TO 2X PER ATTACH TO 2X PER " DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN 8' OF EACH END 4 WITHIN 5 OF EACH END 4 WITHIN 5" OF EACH END 4 ATTACACTURI=B DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACMG. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH TO 2X PER 15" O.C. MAX SPACING. MANUF18" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4') NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4"J DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 14 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1 2 D WINDOW TO BLOCK +2 1 4 �+ WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/49) SCALE: 1' =1' -0' SCALE: 1"=1' _0° SCALE: I' = I' -0' ARCHITECTS Design Group ins. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 h w W U w o � p � O 4 v A~ SUBDIY. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1605.054 MODEL.- " 1543" ODEL:"1543" GARAGE SWING RIGHT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT- STATE OF FLORIDA 11 A ]PRINT DATE: 05/20/11 SCAT 1/4"=1'-0" ZWEET D` Z� F15ERGLA55 SHINGLES FIBERGLASS SHINGLES OVER 115 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN O_S_E3_ SHEATHING OR x/16" O.S.B. SHEATHING OR �" TRUSSES AT FIRST TWO SA''r'S " �� GDX PLYWOOD SECURED777- O.C. (AT SHEATHING CDX PLYWOOD SECURED PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. ©RIP EDGE PRE -ENG GABLE TRUSS SEE ENERGY CODE FORMS 2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE �'"� FOR INSULATION R -VALUES. ALUM, SOFFIT W/ (2)126's S EACH TRUSS 2x4 SUS -SAND 9" GYPSUM BOARD OR 2" STIFFBAGK AT ,ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT SDARD HIGH (SEE SEALED ENG. DOL15LE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE t0 SEE ENERGY GORE FORMS WINDOW HEADER SIZE 3„ FOR INSULATION R -VALUES. VARIES PER WINDOWWALL W/ $ x THRU-30LT5 32 O.G. MAX THEN a GYPSUM BOARD OR OPENING SEE NEARER � SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG, DETAILS WINDOW ,ATTACHMENT AS PLATE W/ 12d's �" O.C, MAX 1„ PER MANUFACTURES OR 1.30ARD 0.6.5, SHEATHING OR 2 SPECIFICATIONS SECURE GABLE TO DE31- DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ 6IMP50N ATTACHED PER NAILING WINDOW SILL HTC4 a 24" O.G. MAX SCHEDULE ON SHEET D5. 2x STUDS a 16" O.G. MAX W/ WINDOOW HEADER SIZE ��--y�� P,ATT,ACHMEAS R -II BATT, INSUL. MIN. VARIES PER WINDOW PEERR M MANUFACTURERR -/s" THICK, 3 COAT CEMENT" T G SUk3FL00R GLUED OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADECHART FOR DETAILS "D" FELT PAPER SACK AND NAILED AS PER1"WINDOW SILL NAILING SCHEDULE 16 O.S_S. SHEATHING OR 2 2x STUDS e 16" O.C. MAX W/ METAL LATH OVER CDX PLYWOOD. � APPROVED HOUSE WRAP ATTACHED PER NAILING R -ii BATT. fNSUL. MIN. OR GRADE "D" FELT SCHEDULE ON SHEET D5 311 PAPER4 T 4 G SUSFLOOR GLUED TE: SHEATHING MUST THICK, 3 COAT CEMENT' AND NAILED AS PER NOTEE�R'EAK 1'-O" MIN. PLASTER OVER GRADE NAILING SCHEDULE 1. FROM 2ND FLR LINE I'D" FELT PAPER SACK ETAL L -ATH AN PRE -ENG FLOOR TRUSS APPRC7VED HOUSE �RA1`' VER 2x4 � CONT. TOP D (INSTALL PER MFG. SPECS.) 5T. OF FLR TRUSS (TOP b , OR GRADE "D" FELT 2x4 SUPPORTS BT a GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, BT, HIGH STRENGTH CLG. BOARD NOTE. SHEATHING MUST PRE -ENG FLOOR TRUSS 2x4 IS FOR WALL NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) SHEATHING NAILER) CONC. FILLED LINTEL SLK W/ (1) #'S RE5AR CONTINUOUS FROM 2ND FLR LINE :. "GYPSUM BOARD OR " WEEP SCREED 2x4 CONT. Q TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2AD ) R-4.2 BATT. fNSUL. PRECAST LINTEL BT. OF FLR TRUSS (TOP :,-0 . BOAR EM5ED. STRAP VERIFY 2x4 SUPPORTS BT W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, ST. LONG:FILLED LINTEL SLK PER MANUFACTURES 2x4 IS FOR WALL W/ C1) 5 REBAR CONTINUOUS P' SPECIFICATIONS SHEATHING NAILER) RECAST .LINTEL "THICK, 2 GOAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) #5 RESAR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIP'S PRECAST SILL I�" O.G. EMBED. STRAP VERIFY # STORY W/ TRUSS PLAN (1) 5 REBAR VERTICALLY FIRST FLOOR all GMU W/ CONC. POUR CELL �, ,� 1/2 GYP. WL. BD. � THICK, 2 GOAT GEMENT =�'. 1x2 P.T. FURRING STRIPS BLOCK SECOND - —WOOD BASE PLASTER APPLIED FLOOR FRAME DIRECTLY TO MASONRY all CMU -� SCALE: 3/4 2—STORY — 1/2" GYP. WL. SD. ° STORY GABLE . WOOD SASE FIRST FLOOR BLOCK SECOND IA FLOOR FRAME E A SCALE. 3/4`=I'-0 a a O.S.S. SHEATHING OR 2" CDX 2x STUDS 1" O.C. MAX W/ PLYWOOD. ATTACHED PER WRAF �UIL / R-11 BATT. fNSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 1611 O.G. MAX W/ �/1GaTYVE" O.S.B. OR �" GDX 3" T # G SUSFLOOR GLUED � D5 R-11 BATT. fNSUL. MIN. 4 �"THICK, 3 COAT GEMENT �" T � G SUBFLOQR GLUED �IG DINC-� ,AND NAILED AS PERPAPER NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER GALvD MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE GRADE D BUILDING PAPER 7/S" TEXTURED OR PAPER BACKED LATH FINISH WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAPCONSTRUCTION 2x4 CONT. e TOP AND ST. OF z FLR TRUSS ( TOP 2x4 -r SUPPORTS BT PLATE OF 2ND :.q:: PRE -ENG FLOOR TRUSS FLR, ST. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS all CMU SHEATHING NAILER) �1/2" TEXTURED SIMPSON HETA-16 EMBED. s GYPSUM BOARD OR STRAP a 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH MASONRY (SEE DETAIL 2A) ±,e:. W/ TRUSS PLAN BOARD Et' ED. STRAP VERIFY CONC. FILLED LINTEL SLK " GYPSUM BOARD OR 2" W/ TRUSS PLAN HIGH STRENGTH CLG. BOARD a THICK, 2 COAT CEMENT W/ (1) 05 REBAR CONTINUOUS PLASTER APDL IED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAILFOOD TO PERPENDICULAR FRE -ENG FLOOR TRUSS � LOCK CONNECTION SCALE: 3/4 =1 -O SCALE: 1 1/2"=V-0" -0„ A R C H I T E C T S Design 0Group ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 wwwAbdesigngroup.com AA #: 0003325 SUBDIv. & LOT; TUSCA PLACE I\TO RTH LOT 4 PROJECT# 1665.054 SIO DEL; "1543” GARAGE SWIRG; RIGHT PAGE; MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA f a r PRINT DATE: 05/20/11 SCALE; 1/4"-1'-0" orl w b � F -r o I -- o A v 64 w SUBDIv. & LOT; TUSCA PLACE I\TO RTH LOT 4 PROJECT# 1665.054 SIO DEL; "1543” GARAGE SWIRG; RIGHT PAGE; MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA f a r PRINT DATE: 05/20/11 SCALE; 1/4"-1'-0" orl "N ARCHIrECrS 4Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1065.054 MODEL: "1543" GARAGE SWING; RIGHT PAGE.- misc. AGE:MIsc. DETAILS ARCHITECT: STATE OF FLORIDA DATtd: 05/20/11 SCALE; 1/4"=1'-0" SHEET D oFI91 w w a w � b Q Q U � � O q U h � A~ SUBDIV. & LOT: TUSCA PLACE NORTH LOT 4 PROJECT# 1065.054 MODEL: "1543" GARAGE SWING; RIGHT PAGE.- misc. AGE:MIsc. DETAILS ARCHITECT: STATE OF FLORIDA DATtd: 05/20/11 SCALE; 1/4"=1'-0" SHEET D oFI91